Index

property : B.1.1.1 | B.1.1.2 | B.1.3.1

1st term in hardening diagram : B.1.2.1 | B.1.3.1

2nd term in hardening diagram : B.1.2.1 | B.1.3.1

3rd term in hardening diagram : B.1.2.1 | B.1.3.1

4th term in hardening diagram : B.1.2.1 | B.1.3.1

5th term in hardening diagram : B.1.2.1

6th term in hardening diagram : B.1.2.1

A : B.5.2.9 | B.5.5.3

A input

cement : 7.4.2.3

liquefaction : 9.7.3

ACI 209 code : Shrinkage

concrete creep : 7.4.2.2 | 7.4.2.2

concrete maturity : 20.2

concrete shrinkage : 8.2.2

concrete tensile strength : 6.4.2

young hardening concrete : 7.1.2.2

ACI 209 Model Code creep property : B.6.2

ACI209 input

concrete creep : 7.4.2.2

concrete shrinkage : 8.2.2

concrete tensile strength : 6.4.2

young hardening concrete : 7.1.2.2

Add. diff. in streamline dir : B.9.7 | B.10.6

ADIAB input : 12.5.1.1

Adiabatic hydration : 12.5.1.1

Age at element birth (days) : B.1.1.2

Aggregate interlock

crack dilatancy : 9.3.2.2 | 21.2.3

friction : 9.3.4 | 21.2.4

Aging : Shrinkage | 7.4.2

American Code : 7.4.2.2

Dutch Code : Aging.

European Code : 7.4.2.1

temperature influence : 7.2 | 7.3

user-supplied creep model : 7.4.2.4

AGING input

American Code : 7.4.2.2

Dutch Code : Aging.

European Code : 7.4.2.1

user-supplied creep model : 7.4.2.4

AGINGF input : Aging.

AGTIME input : Aging.

Air content (%) : B.6.2.3 | B.6.2.3

AIRCNT input

concrete creep : 7.4.2.2

concrete shrinkage : 8.2.2

Alpha : B.5.2.8

Alpha h : B.5.3.2

ALPHA input : 12.5.1.2

Ramberg-Osgood model : 9.6.1.2

Alpha shear stress contrib. : B.5.3.2

ALPHAB input : 9.9

Ambient influence : 1. | 1.2 | Ambient

elasticity : 4.1.3

interface elements : 9.3.1.2

Ambient temperature (C) : B.1.1.2

Anisotropic heat transfer : 12.1

Anisotropic plasticity : 2.1.4 | 5.2.3 | 17.2.3

Anisotropic property : B.9.3 | B.10.3 | B.11.3

Aquiclude : 13.1

Aquifer : 13.1.1

Aquifer property : B.11

ARRHEN input : 12.5.4 | 12.5.4 | 12.5.4 | 12.5.4

Arrhenius constant : 12.5.1 | 12.5.3.1 | 12.5.4 | 20.1.1

ARRTYP input : 12.5.3.1

Associated plasticity : 5.1.2 | 5.1.3

Associated plasticity property : B.5.2.7

Autogenous shrinkage : 8.2.1

Automatic upwinding property : B.9.7 | B.10.6

AXFORC input

three-dimensional : 9.1.5.2

two-dimensional : 9.1.5.1

Axisymmetric elements

material : Axisymmetric

B : B.5.2.9 | B.5.5.3

B input

cement : 7.4.2.3

liquefaction : 9.7.3

Base spring elements

spring characteristics : 9.1.5

BASTIF input

three-dimensional : 9.1.5.2

two-dimensional : 9.1.5.1

Bazant rough crack model : 9.3.2.2 | 21.2.1

Bazant&Gambarova rough crack property : Crack

Beam elements

material : Beam

temperature : 1.2.5.3 | 1.2.6.3

Bedding : 9.3.1.3

BEDIAG input : 6.2.3.2 | 9.4.1.2

BEGINT input : 12.4.3

BESSEL input : 4.4.1

Besseling hyperelasticity : 4.4.1 | 16.3.1.2

Besseling model property : B.5.7.1

Beta : B.5.2.8 | B.5.7.2

Beta 1 : B.5.2.7 | B.5.2.9

Beta 2 : B.5.2.7 | B.5.2.9

Beta coupling normal stresses : B.5.3.2

Beta diagram in shear. property : Shear

BETA input

liquefaction : 9.7.2

Maekawa model : 9.4.1

Ramberg-Osgood model : 9.6.1.2

Smeared cracking : 6.1.3

Total Strain cracking : 6.2.3.1

Beta-diagr. in shear. property : Shear

BETA0 input : 7.1.2.1

BFAC input : 9.4.1

Biaxial stress state : Biaxial

Biot material parameters : 15.3.1.1 | 15.3.1.1

Biot's parameter alpha : B.14 | B.14

Biot's parameter input property : B.14

Biot's parameter Q : B.14

BIOTA input : 15.3.1.1

interface elements : 15.3.2

BIOTQ input : 15.3.1.1

BLKREF input : 9.7.1

Bond-slip : 9.3 | 9.3.3 | 21. | 21.3

Bond-slip behavior property : B.5.5.3

BONDSL input : 9.3.3 | 9.3.3 | 9.3.3

BOTH input : 12.2.3

BOUNCO input : 13.2.4

Boundary elements

convection : 12.2.1

groundwater flow : 13.2.4

potential flow : 12.2

radiation : 12.2.2

Boundary property : B.10.4

BOWL input : 9.7.3

Bowl liquefaction : 9.7.3 | 24.3 | 24.3.1

customized : 11.6.5

Bowl liquefaction property : B.5.2.9

BOWLIQ user-supplied subroutine : 11.6.5

BOYCE input : 4.2.1.2

Boyce nonlinear elasticity : 4.2.1.2 | 16.2.2

BRITTL input : 6.2.2.1

Maekawa model : 9.4.1.1

Brittle cracking : Cracking. | 6.1.2 | 17.1.5 | 18.1.1.1

discrete : Tension | 21.1.1

friction : 9.3.4

Brittle cracking property : Tension | Discrete | Crack

Brittle gapping property : B.5.5.2

Brittle in tension property : Tension | Tension

BULK input

hydrostatic strain energy : 4.4.2 | 4.4.2 | 4.4.2

user-supplied hyperelasticity : 4.4.3

Bulk modulus : see Compression modulus

fluid : 9.6.3

Bulk modulus at ref. stress : B.5.2.9

Bulk modulus input property : B.14

BULKF input

mixture : 15.3.1.1

BULKMO input

Soil models : 9.6.1.1 | 9.6.1.2

BULKS input : 15.3.1.1

C : B.5.2.9 | B.5.5.3

C input

cement : 7.4.2.3

liquefaction : 9.7.3

C1 input : 9.7.1

C20 input : 6.2.1.1

C40 input : 6.2.1.1

Calculated convective field property : B.9.7 | B.10.6

Cam-clay : 5.1.4 | 17.1.6

Cam-clay model property : B.5.2.6

Cap compressive stress : B.5.2.3

Cap crit. compres. strength : B.5.5.5

CAP input

Cam-clay : 5.1.4.1 | 5.1.4.2

Modified Mohr-Coulomb : 5.1.5.4

Cap plasticity+exp. harden property : B.5.2.7

Cap plasticity+power. hard. property : B.5.2.7

Cap shape factor : B.5.2.6 | B.5.2.6 | B.5.2.7

CAPACI input

flow elements : 12.1.1 | 12.1.1

Capacitance : 12.1 | B.9.1 | B.9.2 | B.9.3

Capacity : 13.2.2

CAPART input : 12.5.2 | 12.5.2

CAPATT input : 12.1.2 | 12.1.2 | 12.1.2

CAPFLW input : 12.4.2

CAPPRS input : 13.2.2

CAPREA input : 12.5.2

CAPVAL input : 9.3.5

CEB-FIP code : Shrinkage | 10.1.2

concrete cracking : 6.2.1.1 | 18.2.9.1

concrete creep : 7.4.2.1

concrete maturity : 20.1

concrete shrinkage : 8.2.2

concrete tensile strength : 6.4.2

equivalent age : 20.1.1

young hardening concrete : 7.1.2.2

CEB-FIP Model Code defn. property : B.5.1.3

CEB-FIP property : B.1.1.2

CEMCNT input

concrete creep : 7.4.2.2

concrete shrinkage : 8.2.2

Cement

concrete creep : 7.4.2.1 | 7.4.2.2 | 7.4.2.3

concrete shrinkage : 8.2.2 | 8.2.2

Cement content (kg/m3) : B.6.2.3 | B.6.2.3

Cement type

concrete tensile strength : 6.4.2 | 6.4.2 | 6.4.2

young hardening concrete : 7.1.2.2 | 7.1.2.2 | 7.1.2.2

CEMTYP input

concrete creep : 7.4.2.1 | 7.4.2.2 | 7.4.2.3

concrete shrinkage : 8.2.2 | 8.2.2

concrete tensile strength : 6.4.2 | 6.4.2 | 6.4.2

young hardening concrete : 7.1.2.2 | 7.1.2.2 | 7.1.2.2

Central Difference : 11.4.3

Charac. strength 28 dys (MPa) : B.1.1.1

Characteristic shear strain : B.5.2.8 | B.5.2.8

Characteristic strength

concrete creep : 7.4.2.3

concrete shrinkage : 8.2.2

concrete tensile strength : 6.4.2 | 6.4.2

CL12I element

material : 9.3

CL18I element

material : 9.3

CL20I element

material : 9.3

CL24I element

material : 9.3

CL32I element

material : 9.3

Class I cement property : B.6.2.1

Class III cement property : B.6.2.1

Class-I beams

material : Beam

Clay : Clay. | Combination | 4.2.1

cap hardening : Cap

Egg Cam-clay model : 5.1.4 | 17.1.6

CLAY input

nonlinear elasticity : 5.1.4.1

plasticity : 5.1.4.1

CMO rate par. dot-kappa-r : Crack

CMO rate parameter k0 : Crack

CMO rate parameter k1 : Crack

CMORAT input : 5.2.3

CMPNAM input : 5.1.3

CMPVAL input

anisotropic plasticity : 5.2.3

isotropic plasticity : 5.1.3

CNFCRV input : 6.2.5

Code regulations for concrete : 6.2.1.1

COHCRV input

concrete plasticity : 5.1.3.1

Drucker-Prager plasticity : 5.1.2.2

Mohr-Coulomb plasticity : 5.1.2.2

Cohesion : Plasticity. | Plasticity. | Plasticity. | Plasticity. | Plasticity. | Plasticity. | Plasticity. | Plasticity. | B.5.2.5 | B.5.2.5 | B.5.5.2 | B.5.5.5

ambient dependent : 5.1.2.1 | 5.1.2.1 | 5.1.2.1 | 5.1.2.2 | 5.1.3.1

concrete plasticity : 5. | 5.1.3 | 5.1.3

Drucker-Prager plasticity : 5.1.2 | Uniaxial | Biaxial

gradient characteristic : 5.1.2.3

interface elements : 9.3.4

Mohr-Coulomb plasticity : 5.1.2 | 17.1.3 | Relation

position dependent : 5.1.2.3 | Position

user-supplied : 5.1.2.2

user-supplied subroutine : 5.1.3.1 | 11.3.1 | 11.3.1

vs. internal state : Relation | Uniaxial | 21.4

zero : 9.3.4

Cohesion pressure : B.5.8

COHGRD input

friction : Position

plasticity : 5.1.2.3

COMBIF input : 9.3.5

Combined crack-shear-crush property : B.5.5.5

COMCRV input

Modified Mohr-Coulomb : Cap | Cap

Rankine/Von Mises : 5.1.3.1

Total Strain cracking : 6.2.4.1

COMPAR input : 6.2.4.1

COMPLI input : 8.1

Compliance matrix set-up value : B.6.3

Compliance relation : 16.1

Composite Interface : 9.3.5 | 21.5

Composites : 2.1.6 | 5.2.3

Composites property : B.5.4

COMPRE input

hydrostatic strain energy : 4.4.2 | 4.4.2 | 4.4.2

user-supplied hyperelasticity : 4.4.3

Compres. stress-strain diag. : Compressive

Compressibility : 4.4.2 | 16.3.2

Compression modulus : B.5.7.2 | B.5.7.2 | B.5.7.2

hyperelasticity : 4.4.2

mixture : 15.3.1.1

nonlinear elasticity : 16.2 | 17.1.6.2 | 17.1.7.2

Compression yield surface : 5.1.5.3 | 17.1.7.3 | 17.1.7.3

Compressive fracture energy : Compressive | B.5.5.5

Compressive strength : B.1.1.1 | B.1.1.2 | B.1.1.2 | Tension | Compressive | Compressive | Compressive | Compressive | B.5.1.5 | B.5.5.2

concrete creep : 7.4.2.1 | 7.4.2.3 | 8.1

concrete plasticity : 5.1.3.1 | Biaxial | Biaxial

concrete shrinkage : 8.2.2 | 8.2.2

concrete tensile strength : 6.4.2 | 6.4.2

crack dilatancy : 21.2.4

cracking : Cracking.

Smeared cracking : 6.1.1 | 6.1.1.1

Total Strain cracking : 6.2.4 | 18.2.7

user-supplied cracking : 11.3.2 | 11.3.2

user-supplied subroutine : 11.3.9

Compressive strength in x-dir : B.5.3.2

Compressive strength in y-dir : B.5.3.2

COMSTO input : 6.2.4.1

COMSTR input

Maekawa model : 9.4.1

Total Strain cracking : 6.2.4.1 | 6.2.4.1 | 6.2.4.1 | 6.2.4.1

COMVAL input

hydrostatic strain energy : 4.4.2

user-supplied hyperelasticity : 4.4.3

CONBET input

Total Strain cracking : 6.2.3.1

CONCEN input : 12.1.2 | 12.1.2

boundary elements : 12.2.1 | 12.2.1

interface elements : 12.3 | 12.3

'CONCEN' table : 1.2.2

for elements : 1.2.5

for nodes : 1.2.6

Concentrated mass : see Mass elements

Concentration

concrete : Shrinkage

vs. time : 1.2.2

Concentration expansion

concentration dependent : 4.1.3.1

linear elasticity : 4.1 | 4.1.1

orthotropic : 4.1.2

Total Strain cracking : 6.2.1.2

Concentration expansion coef : B.7

Concentration expansion coeff x : B.7

Concentration expansion coeff y : B.7

Concentration expansion coeff z : B.7

Concentration influence

Discrete cracking : 9.3.2.1 | 9.3.2.1

Drucker-Prager plasticity : 5.1.2.1 | 5.1.2.1

Kelvin Chain viscoelasticity : 7.3 | 7.3

linear elasticity : 4.1.3.1

Maxwell Chain viscoelasticity : 7.2 | 7.2

Mohr-Coulomb plasticity : 5.1.2.1 | 5.1.2.1

Power Law viscoelasticity : 7.1.1

Smeared cracking : 6.1.1.1 | 6.1.1.1 | 6.1.2.1 | 6.1.2.1 | 6.1.2.1 | 6.1.2.1

Tresca plasticity : 5.1.1.1 | 5.1.1.1

Von Mises plasticity : 5.1.1.1 | 5.1.1.1

CONCEX input

linear elasticity : 4.1.1

orthotropic elasticity : 4.1.2

Total Strain cracking : 6.2.1.2

CONCRE input : 6.2.1.1

Concrete : 2.1.1 | 5.1.5 | 6.1 | 6.2

cracking : 21.

creep : 7.4.2 | 8.1

Maekawa model : 9.4

maturity : 7.1.2

plasticity cracking : 17.1.5

plasticity-based : 5.1.3 | 5.1.3

shrinkage : 8.2.2

tensile strength : 6.4.2

young hardening : 7.1.2 | 7.1.2.2

Concrete age at loading (dys) : B.1.1.1 | B.1.1.2 | B.6.2.3 | B.6.2.3

Concrete age end curing (dys) : B.1.1.1 | B.1.1.2 | B.6.2.3

Concrete and brittle materials property : B.5.1

Concrete class : B.5.1.3

Concrete classes : 10.1

Concrete property : B.1.1

CONCRK input : 6.1.1.1 | 6.1.1.1 | 9.3.2.1

CONCST input

Total Strain cracking : 6.2.4.1 | 6.2.4.1 | 6.2.4.1 | 6.2.4.1

CONDIS input : 12.1.2 | 12.1.2 | 12.1.2

CONDRT input : 12.5.2 | 12.5.2

CONDUC input

flow elements : 12.1.1 | 12.1.1 | 12.1.1

fluid-structure interaction : 9.9

groundwater flow : 13.1.1 | 13.2.1 | 13.2.1

Conduction coefficient : B.9.4 | B.9.4 | B.9.4 | B.9.5 | B.9.6 | B.10.5 | B.11.4

cooling pipe elements : 12.4.1

groundwater flow : 13.1.2

interface elements : 12.3

Conductivity : B.9.1

groundwater flow : 13.1.1 | 13.2.1 | 13.2.1

potential flow : 12.1 | 12.1.1 | 12.1.1 | 12.1.1

Conductivity xx : B.9.2 | B.9.3

Conductivity xy : B.9.3

Conductivity yy : B.9.2 | B.9.3

Conductivity yz : B.9.3

Conductivity zx : B.9.3

Conductivity zz : B.9.2 | B.9.3

CONEPU input

Total Strain cracking : 6.2.2.1

Confined aquifer : 13.1.1

Confining normal stress psi=0 : B.5.5.5

CONGAM input : 4.1.3.1

Total Strain cracking : 6.2.1.2

CONGF1 input : 6.1.2.1 | 9.3.2.1

Total Strain cracking : 6.2.2.1

CONPOI input : 4.1.3.1

Total Strain cracking : 6.2.1.2

CONPOW input : 12.2.1

CONPRS input : 13.2.2

CONPTT input : 12.2.1 | 12.2.1 | 12.2.1

CONREA input : 12.5.2

CONSAT input : 13.2.2

Const shear stiffn.aft crack property : Discrete

CONSTA input

Maekawa model : 9.4.1.1

Total Strain cracking : 6.2.2.1 | 6.2.3.1 | 6.2.4.1

Constant dilatancy property : B.5.2.7

Constant isotropic permeab. property : B.14

Constant mi : B.5.2.3

Constant Mode II fract. energy property : B.5.5.5

Constant orthotro. permeab. property : B.14

Constant shear retention fct. : Shear

Constant shear retention property : Shear | Shear | Shear

Constant shear stiffness : B.5.2.7 | B.5.2.7

Constant stress cut-off property : Tension

Contact density

crack dilatancy : 9.3.2.2

crack model : 21.2.5

Maekawa model : 9.4.1.2 | 22.5.1

Contact density + decay shear property : Shear

Contact density shear-transfer property : Shear

Contact property : B.5.8

Contacter property : B.5.8

CONTEN input : 6.1.2.1 | 6.1.2.1 | 6.1.2.1

CONTST input

Total Strain cracking : 6.2.2.1 | 6.2.2.1 | 6.2.2.1

CONVEC input : 12.2.3

boundary elements : 12.2.1 | 12.2.2

cooling pipe elements : 12.4.1

Convection

boundary elements : 12.2.1

Convection and radiation property : B.9.4

Convection only property : B.9.4

Convective field property : B.9.7 | B.10.6

Convective power : 12.2.1 | B.9.4 | B.9.4

Convective velocity : 12.7

CONVEL input : 12.7

CONVTT input

boundary elements : 12.2.1 | 12.2.1 | 12.2.1

cooling pipe elements : 12.4.1 | 12.4.1 | 12.4.1

CONYLD input

Drucker-Prager plasticity : 5.1.2.1 | 5.1.2.1

Mohr-Coulomb plasticity : 5.1.2.1 | 5.1.2.1

Tresca plasticity : 5.1.1.1 | 5.1.1.1

Von Mises plasticity : 5.1.1.1 | 5.1.1.1

CONYOU input

Kelvin Chain viscoelasticity : 7.3 | 7.3

linear elasticity : 4.1.3.1

Maxwell Chain viscoelasticity : 7.2 | 7.2

Power Law viscoelasticity : 7.1.1

Total Strain cracking : 6.2.1.2

Cooling pipe elements

material input : 12.4

Cooling pipe property : B.9.6

Correction factor plastic eval : B.5.1.5

CORROS input : 9.5.4.2

Corrosion of reinforcement : 9.5.4.2

Coulomb friction : see Friction

Coulomb friction coefficient : B.5.8

CQ48I element

material : 9.3

Crack bandwidth : 6.3 | 18.1.1 | Mesh | Tension | Tension | Tension | Tension | Tension | Tension | Compressive | Tension | Tension | Tension | B.5.3.2

estimated : 6.1.2 | 6.1.2.1

Maekawa model : 9.4.1.1

Rankine plasticity : 5.1.3

Rankine-Hill plasticity : 5.2.3

Crack dilatancy : Structural | 9.3.2.2 | 21.2

Crack dilatancy property : Crack

Crack index

tensile strength input : 6.4

CRACK input : 6.1.1 | 6.1.1

Crack rate independent property : Crack

Crack threshold angle : B.5.1.5

Crack width : 21.2

Crack-reclosing option : 9.4.1 | 22.3

Crack-reclosing option property : Crack-reclosing.

CRACKB input : 6.3

Maekawa model : 9.4.1.1 | 9.4.2

Rankine plasticity : 5.1.3

Rankine-Hill plasticity : 5.2.3

Cracked concrete

Maekawa model : 22.2

Cracking : 2.1.1 | 2.1.4 | Combination | 6. | 18. | 21.1

fracture energy : 5.1.3 | 5.1.3 | 6.1.2 | 6.1.2 | 6.1.2 | 6.1.2.1 | 6.1.2.1 | 11.3.3 | 18.1.1 | Mesh | Mesh | 18.2.9.1

interface elements : 9.3 | 9.3.2

user-supplied compressive stress : 6.2.4.2

user-supplied subroutine : 11.3.1 | 11.3.2

user-supplied tension cut-off : 6.1.1.1

user-supplied tension softening : 6.1.2.1 | 6.1.2.1

CRDILA input : 9.3.2.2

Creep : 2.1.1 | Shrinkage | 8.1

transient : 8.1 | 8.1

Creep & Shrinkage property : B.1.1.2

Creep coefficient : B.6.1

Creep curves : 19.3

Creep factor : B.6.3

Creep function : 7.4.1 | 11.4.3 | 19. | 19.2

user-supplied subroutine : 11.1.4

CREEP input : 8.1

Creep property : B.1.1.1

CREEPF input : 7.4.1

CREEPN input : Note:

CRKVAL input : 6.1.1 | 6.1.1

Cross-section analysis

material properties : 4.1.1.1

Cross-section property : B.13

CRPVAL input : 8.1

CRTEMP input : 7.4.1

CRTIME input : 7.4.1

Crushing : 2.1.1 | Cracking. | 2.1.4 | Input

interface elements : 9.3 | 9.3.5

masonry : 9.3.5 | 21.5

CSOUND input : 9.9 | 9.9

CT36I element

material : 9.3

Cube compressive strength : Crack | Crack | Crack | Crack | Crack

Cubic function for bond-slip : 9.3.3 | 21.3.1

CURAGE input : 8.2.2 | 8.2.2 | 8.2.2

Curing with moisture property : B.6.2.2

Curing with steam property : B.6.2.2

Current shear based bulk modulus property : B.5.2.8 | B.5.2.8

CURTYP input

concrete creep : 7.4.2.2

concrete shrinkage : 8.2.2

concrete tensile strength : 6.4.2

young hardening concrete : 7.1.2.2

Curved shell elements

material : Curved

Cut-off traction stress : B.5.8

D : B.5.2.9

D input : 9.7.3

DAMP input : 3.2.3 | 9.1.4

DAMPFR input : 9.1.4

Damping : 3.2

continuous : 3.2.3 | 3.2.3 | 9.1.4

Rayleigh : 3.2.1

strain energy based : 3.2.4

structural : 3.2.2

viscous : 3.2.1

Damping coeff. in X-direction : B.4.4

Damping coeff. in Y-direction : B.4.4

Damping coeff. in Z-direction : B.4.4

Damping coefficient : B.4.3 | B.4.5 | B.6.4

Damping property : B.4

DAMPSE input : 3.2.4

Darcy's law : 13.2.3

Dashpots : see Damping, continuous

DATUMT input : 12.5.3.2

DCRVAL input : 9.3.2.1

Dead weight : see Weight load

Decaying factor : Compressive

Default cap shape property : B.5.2.7

DEGREA subtable of 'MATURI' : 1.2.3

Degree nonlinear elasticity : B.5.2.4 | B.5.2.4

Degree of reaction : 12.5.1 | 12.5.1.2

conductivity and capacitance : 12.5.2 | 12.5.2

Delamination : Delamination.

DENSFL input

interface elements : 15.3.2

mixture analysis : 15.3.1.1

structural elements : 15.1

DENSIT input : 3.1.1 | Correction

concrete tensile strength : 6.4.2

Density

apparent : 15.3.1.1

DENSRE input : Correction

Development point (time) : B.6.1

Deviatoric strain energy : 16.3.1

DFLUX input

groundwater flow : 13.1.2 | 13.2.5

interface elements : 12.3 | 12.3 | 12.3 | 12.3

DGRARR input : 12.5.4 | 12.5.4

Diagram input for stress-strain : 9.2

DIFFUS input : 12.7

Diffusion : 12.7

Diffusion coefficient m : B.9.1

Diffusion coefficient n : B.9.1

Diffusion coefficient t0 : B.9.1

Diffusivity : B.9.7 | B.10.6

DIFPOW input

flow elements : 12.1.3

Dilatancy : 5.1.2 | 17.1.7.4

Dilatancy angle

concrete plasticity : 5.1.3

Drucker-Prager plasticity : 5.1.2 | 5.1.2

interface elements : 9.3.4

Modified Mohr-Coulomb plasticity : 5.1.5.2

Mohr-Coulomb plasticity : 5.1.2 | 5.1.2 | 5.1.2.3

Dilatancy angle (degrees) : B.5.2.3

DILCRV input : 5.1.5.2

DILDIA input : 5.1.2

DILVAL input : 9.3.2.2

Direct input property : B.5.1.3

Discontinuity : 21.

DISCRA input : 9.3.2.1

Discrete cracking : 2.1.4 | 9.3.2.1 | 21.1

Discrete Cracking property : Discrete

Displacement

large : 2.1.2 | 2.1.5 | 2.1.8

DMAX input : 6.2.1.1

Doerr's model property : B.5.5.3

Dörr bond-slip : 9.3.3 | 21.3.1

Double hardening model : 17.1.7.3

Drained behavior property : B.5.2.1

Drilling rotation : Plane | Flat

DRUCKE input : 5.1.2 | 5.1.2.2

Drucker-Prager plasticity : Cracking. | 5.1.2 | 17.1.4

Drucker-Prager deviator. shape property : B.5.2.7

Drucker-Prager plasticity property : Plasticity. | Plasticity. | Plasticity. | B.5.2.5

DSBOUN input : 9.9

DSTIF input : 9.3.1.1

DUVAUT input : 5.3.1

Duvaut-Lions viscoplasticity : 5.3.1 | 17.3.2

Dynamic viscosity : B.12

Effective porosity : B.10.1 | B.10.2 | B.10.3 | B.11.1 | B.11.2 | B.11.3 | B.14 | B.14

Egg Cam-clay : see Clay

Egg Cam-clay model property : B.5.2.6

EHAR input : 6.2.4.1 | 6.2.4.1

ELAST input

Boyce : 4.2.1.2

clay : 5.1.4.1

grains : 4.2.1.1

Jardine : 4.2.1.3

Modified Mohr-Coulomb plasticity : 5.1.5.1 | 5.1.5.1

nonlinear elasticity : 4.2.2 | 4.2.3

ELASTI input

compression : 6.2.4.1

tension softening : 6.2.2.1

Elastic in compression property : Compressive

Elastic in tension property : Tension

Elastic mode I unloading property : Discrete

Elastic storativity : B.10.1 | B.10.2 | B.10.3 | B.11.1 | B.11.2 | B.11.3

Elasticity : 4. | 16.

user-supplied subroutine : 11.1

with Mohr-Coulomb : 5.1.5.1

Elasto-plastic damge

Maekawa model : 22.1

Elastoplasticity : 4.2.1.3 | Example.

ELAVAL input

Boyce : 4.2.1.2

clay : 5.1.4.1 | 5.1.4.3

grains : 4.2.1.1

Jardine : 4.2.1.3

Modified Mohr-Coulomb plasticity : 5.1.5.1 | 5.1.5.1

ELEMEN subtable of 'CONCEN' : 1.2.2

ELEMEN subtable of 'MATURI' : 1.2.3

ELEMEN subtable of 'PRESSU' : 1.2.4

ELEMEN subtable of 'TEMPER' : 1.2.1

Element types : A.

ELSEUS user-supplied subroutine : 11.2.1

ELSGUS user-supplied subroutine : 11.2.2

EMISSI input : 12.2.2

Emission coefficient : B.9.4 | B.9.4

EMISTT input : 12.2.2 | 12.2.2

ENDTIM input : 12.4.3

Enhanced input property : B.5.2.6

ENTHAL input : 12.6 | 12.6

Enthalpy : 12.6

EPS0 input : 9.1.1

EPSULT input : 6.2.2.1

EQUAGE input : 12.5.3

EQUAGE subtable of 'MATURI' : 1.2.3

Equiv. plastic relative disp. : B.5.5.5

Equivalent age : 12.5.3

Equivalent plastic strain : B.5.3.2

Euler Backward integration : Euler

Evaporation : 12.6

EXCVIS input : 9.7.4

Exp. soften comprs property : Hardening/softening. | Hardening/softening.

Exp. soften in tensile property : Hardening/softening. | Hardening/softening.

Exp. softening in tension property : Tension | Tension

Expansion property : B.7

EXPHAR input : Cap

Expli. preconsolidation stress property : B.5.2.6

Explicit preconsoli. stress property : B.5.2.7

EXPONE input

Maekawa model : 9.4.1.1

Modified Mohr-Coulomb plasticity : 5.1.5.1

Total Strain cracking : 6.2.2.1

Exponent : B.5.2.9 | B.5.7.1

Exponential degradation coeff. : B.5.5.5

Exponential elasticity para. : B.5.2.7

Exponential elasticity property : B.5.2.7

Extended input property : B.5.2.6

External data from file property : B.15

External file name : B.15

External property : B.15

Fabric : 2.1.8

Fatigue failure : 9.8

FCK28 input

concrete creep : 7.4.2.3

concrete shrinkage : 8.2.2

concrete tensile strength : 6.4.2

FCK91 input : 6.4.2

FCM28 input

concrete creep : 7.4.2.1

concrete shrinkage : 8.2.2 | 8.2.2

concrete tensile strength : 6.4.2 | 6.4.2

FCRIT input : 9.1.3

FDUX input : 9.1.2.3

File bond-slip diagram : B.5.5.3

File cohesion hardening diag : B.5.5.2

File corrosion influence : B.2.3

File dilatancy diagram : Hardening. | Hardening.

File friction hardening diag : B.5.5.2

File hardening diagram : Hardening. | Hardening. | Hardening. | B.5.1.4.1 | B.5.1.4.1 | Hardening. | B.5.6.2 | B.5.6.2 | B.5.9.2 | B.5.9.2

File porosity permeability diag : B.14

File saturation permeab. diag : B.14

File shear retention-strain d : Shear | Shear

File shear stress-strain diag. : Shear | Shear

File sin(friction angle) diag. : Hardening. | Hardening.

File sine friction angle : B.5.2.7

File stiffness diag normal dir : B.5.5.1

File stiffness diag tangnt dir : B.5.5.1

File stress harden in tensile : Hardening/softening. | Hardening/softening.

File stress hardn in compres. : Hardening/softening. | Hardening/softening.

File stress-strain diagram : Tension | Tension

File tensile traction diagram : Discrete

File tension soften diagram : Tension

FINAGG input

concrete creep : 7.4.2.2

concrete shrinkage : 8.2.2

Fixed crack model : Input

Maekawa model : 9.4.1

FIXED input : Input

Maekawa model : 9.4.1

Flat shell elements

material : Flat

stress-strain diagram : 9.2.1

Flow analysis

material : II.

Flow elements

material : 12.

Flow property : B.9

Flow rule : Assumptions.

Modified Mohr-Coulomb plasticity : 17.1.7.4

volumetric locking : 17.4

Flow-stress analysis

material : III.

Fluid bulk modulus : B.5.2.1

Fluid density : B.3.1.2

fluid-structure interface : 3.1.1

mixture : 15.3.1.1 | 15.3.2

structural elements : 15.1

Fluid discharge * capacitance : B.9.6

Fluid-structure interaction analysis

material : 9.9

Fluid-structure interface

mass density : 3.1.1

FLUXTY input : 12.2.3

Force-elongation diagram

spring elements : 9.1.2.3

FORCHH input : 13.2.3

Forchheimer's law : 13.2.3 | 13.2.3

FRACTI input : 5.1.7

Fraction model : 2.1.5 | 2.1.6 | 5.1.7 | 17.1.9

Fracture : 9.3.5 | 21.5

Fracture energy : Tension | Tension | Tension | Discrete | Discrete | B.5.5.5

Discrete cracking : 9.3.2.1 | 9.3.2.1 | 9.3.2.1

Fracture energy based property : Tension | Tension

Fracture energy comp. failure : Hardening/softening. | Hardening/softening. | Hardening/softening. | Hardening/softening. | Hardening/softening. | Hardening/softening. | Hardening/softening. | Hardening/softening. | Hardening/softening. | Hardening/softening.

Fracture energy factor a : B.5.5.5

Fracture energy factor b : B.5.5.5 | B.5.5.5

Fracture energy tensile fail : Hardening/softening. | Hardening/softening. | Hardening/softening. | Hardening/softening. | Hardening/softening. | Hardening/softening. | Hardening/softening. | Hardening/softening. | Hardening/softening. | Hardening/softening.

FRCCRV input : 5.1.5.2

FRCDIA input

Drucker-Prager plasticity : 5.1.2

interface elements : 9.3.4

Mohr-Coulomb plasticity : 5.1.2

FRCPAR input : 5.1.5.2

FRCVAL input

composite interface : 9.3.5

friction : 9.3.4

Free vibration : 3.2.4

FRICTI input : 9.3.4

Friction : 9.3.4

Coulomb : 2.1.3 | 2.1.4 | 9.3.4 | 9.3.4 | 21.4

interface elements : 9.3

position dependent : Position

slip : 9.3.5 | 21.5

Friction angle

clay : 5.1.4.1

concrete plasticity : 5.1.3

Drucker-Prager plasticity : 5.1.2

interface elements : 9.3.4

Mohr-Coulomb plasticity : 5.1.2 | 5.1.2.3

plasticity : 17.1.7.4

Friction coefficient : 21.2.4

Frictional behavior property : B.5.5.2

FT28 input : 6.4.2

FTMATU input : 6.4.1

FTMODL input : 6.4.2 | 6.4.2 | 6.4.2 | 6.4.2

FTTIME input : 6.4.1

FTVALU input : 6.4.1

Full shear retention property : Shear

Fuller's curve : 21.2.4

G0* : B.5.2.9

G0STAR input : 9.7.2

Gambarova aggregate interlock : 9.3.2.2 | 21.2.2

Gambarova&Karakoc rough crk property : Crack

Gamma : B.5.2.7 | B.5.2.7

Gamma contrib. shear stress : B.5.3.2

GAMMA input

Modified Mohr-Coulomb plasticity : Cap

Total Strain cracking : 6.2.4.1

GAMMAR input : 9.7.3

Hardin-Drnevich model : 9.6.1.1

Ramberg-Osgood model : 9.6.1.2

Gap criterion property : B.5.5.2

GAP input : 9.3.4

Gapping+aggregate interlock property : B.5.5.2

Gapping+const shear retention property : B.5.5.2

GAPVAL input

composite interface : 9.3.5

friction : 9.3.4

GC input : 6.2.4.1

Generalized stress-strain diagram : 9.2

Geological strength index : see GSI | B.5.2.3

GEOMET command : 2.1.2 | 2.1.5 | 2.1.7 | 2.1.8

Geometric nonlinearity : 2.1.7

Geotechnics : 4.2.1.3 | 9.6 | 9.6.3

GF input : 6.1.2 | 6.1.2 | 6.1.2

GF1 input : 6.2.2.1

Maekawa model : 9.4.1.1

GRADE input : 6.2.1.1

GRAINS input : 4.2.1.1

Grains nonlinear elasticity : 4.2.1.1 | 16.2.1

Granular material : 4.2.1 | 16.2

GRAVAC input : 9.9

Gravity : 9.6.2

Groundwater flow : 13.

detailed : 13.2

regional : 13.1

turbulence : 13.2.3 | 13.2.3

Groundwater Flow property : B.10

GSI : 5.1.6 | 17.1.8.1

GTC subroutine : 9.3.6 | 11.4.1

H input

concrete creep : 7.4.2.1 | 7.4.2.2 | 7.4.2.3

concrete shrinkage : 8.2.2 | 8.2.2 | 8.2.2

HARDEN input

concrete plasticity : 5.1.3

Drucker-Prager plasticity : 5.1.2

Mohr-Coulomb plasticity : 5.1.2

reinforcement plasticity : 9.5.2 | 9.5.3

Tresca plasticity : 5.1.1

Von Mises plasticity : 5.1.1

Harden modulus tensile regime : Hardening/softening. | Hardening/softening.

Hardening : 2.1.6 | Assumptions.

concrete plasticity : 5.1.3 | 17.1.5.1

decaying factor : Example.

Drucker-Prager plasticity : 5.1.2 | 17.1.4.1

fraction model : 17.1.9

Hoek-Brown rock plasticity : 5.1.6

interface elements : Tension

metal : 2.1.5 | 5.1.1

Mohr-Coulomb plasticity : 5.1.2 | 17.1.3.1

reinforcement : 9.5.2 | 9.5.3

Smeared cracking : 6.1.2

steel : 10.2.1.3 | 10.3.1.4

Tresca plasticity : 5.1.1 | 17.1.1.1

Von Mises plasticity : 5.1.1 | 17.1.2.1

Hardening diagram property : B.5.5.2

Hardening modulus : Compressive | Compressive

Hardening modulus in compres. : Hardening/softening. | Hardening/softening.

Hardening parameter lambda : B.5.2.6 | B.5.2.6 | B.5.2.6 | B.5.2.6

Hardening plasticity property : B.1.2.1

HARDIA input

Drucker-Prager plasticity : 5.1.2

interface elements : 9.3.4

Mohr-Coulomb plasticity : 5.1.2

reinforcement plasticity : 9.5.2

Tresca plasticity : 5.1.1

Von Mises plasticity : 5.1.1

Hardin-Drnevich property : B.5.2.8

Hardin-Drnevich soil : 9.6.1.1 | 23.1

keywordHARDRN input : 9.6.1.1

HARNAM input : 5.1.3

HARVAL input

anisotropic plasticity : 5.2.3

isotropic plasticity : 5.1.3

Heat production : 12.5.1 | 12.5.1 | 12.5.1.2

user-supplied subroutine : 12.5.1.3

Heat transfer elements : see Flow elements

High performance concrete : 8.2.1

Hill fracture energy in x-dir : B.5.3.2

Hill fracture energy in y-dir : B.5.3.2

HILL input : 5.2.1

Hill orthotropic plastic property : B.5.3.1 | B.5.4.1

Hill plasticity : 2.1.5 | 2.1.6 | 5.2.1 | 17.2.1

HMAX input : 9.7.3

Hoek-Brown rock plasticity : 5.1.6 | 17.1.8

Hoek-Brown rock plasticity property : B.5.2.3

HOEKBR input : 5.1.6

Hoffmann orthotropic plastic property : B.5.4.2

Hoffmann plasticity : 2.1.6 | 5.2.2 | 17.2.2

HOFMAN input : 5.2.2

Hordijk soften in comprs property : Hardening/softening. | Hardening/softening.

Hordijk soften in tensile property : Hardening/softening. | Hardening/softening.

Hordijk soften in tension property : Tension | Tension

Hordijk tension softening

cracking : Cracking. | 18.1.1.5

discrete cracking : Tension

interface elements : 21.1.3

Maekawa model : 9.4.1.1

Smeared cracking : 6.1.2

Total Strain cracking : 6.2.2.1

Hordijk tension softening property : Tension

HORDYK input

Maekawa model : 9.4.1.1

Total Strain cracking : 6.2.2.1

HV input : 9.7.1

Hydration : 12.5.1

Hydraulic capacity : 15.3.1.1

Hydraulic capacity property : B.14

Hydraulic head : 13.2.4

Hydrostatic pressure

grains : 16.2

plasticity : 17.1.7.1

Hydrostatic strain energy : 4.4.2 | 16.3.2

Hyperelasticity : 2.1.7 | Plane | Axisymmetric | Solid | 4.4 | 16.3

user-supplied subroutine : 11.1.3

Hypoelasticity : 16.2

HYSTER input : 3.2.2

Hysteresis

Maekawa model : Cracking.

Hysteresis mode I unload property : Discrete

Hysteretic damping factor : B.4.2

I input

concrete creep : 7.4.2.2

concrete shrinkage : 8.2.2

concrete tensile strength : 6.4.2

young hardening concrete : 7.1.2.2

Ideal cap plasticity property : B.5.2.7

Ideal in compression property : Compressive

Ideal in tension property : Tension | Tension

Ideal plasticity property : B.1.2.1 | Hardening/softening. | Hardening. | B.5.1.4.1 | Hardening/softening. | Hardening. | B.5.6.2 | B.5.9.2

Ideal shear plasticity property : B.5.2.7

III input

concrete creep : 7.4.2.2

concrete shrinkage : 8.2.2

concrete tensile strength : 6.4.2

young hardening concrete : 7.1.2.2

INCOMP input : 4.4.2

Incompressibility : 4.4.2

Incompressible property : B.5.7.2

Init. tang. slope rat. hard. branch : B.5.9.1 | B.5.9.1 | B.5.9.1 | B.5.9.1

Initial compressive strength : Compressive

Initial curvature parameter : B.5.9.1 | B.5.9.1 | B.5.9.1 | B.5.9.1

Initial permeability : B.14

Initial permeability xx : B.14

Initial permeability xy : B.14

Initial permeability yy : B.14

Initial permeability yz (3D) : B.14

Initial permeability zx (3D) : B.14

Initial permeability zz (3D) : B.14

Initial porosity : B.5.2.6

Initial stiffness based bulk modulus property : B.5.2.8 | B.5.2.8

Initial strain in spring : 9.1.1

Initial stress property : B.5.2.6 | B.5.2.7

Initial stress ratio : 9.6.2

Initial void ratio : B.5.2.7

Initial yield stress : B.5.9.1 | B.5.9.1 | B.5.9.1 | B.5.9.1

INITIM input : 7.4

Interface : 2.1.4 | Delamination.

user-supplied subroutine : 9.3.6 | 11.5

Interface elements

cracking : 9.3.2

elasticity : 9.3.1

groundwater flow : 13.1

mass density : 3.1.1

material : Structural | 9.3 | 12.3

mixture : 15.3.2

Interface nonlinearities : 9.3 | 21.

Interface property : B.9.5 | B.10.5 | B.11.4

Interfaces property : B.2.4 | B.5.5

Intrinsic compr bulk mod fluid : B.14

Intrinsic compr bulk mod solid : B.14

ISOTRO input

reinforcement plasticity : 9.5.3

Isotropic - constant params. property : B.7 | B.9.1

Isotropic and timedep. diffus. property : B.9.1

Isotropic elasticity : 4.1.1

Isotropic heat transfer : 12.1

Isotropic property : B.2.1 | B.3.2 | B.4.3 | B.10.1 | B.11.1

JARDIN input : 4.2.1.3

Jardine elastoplasticity : 4.2.1.3 | 16.2.3

JCI code

concrete maturity : 20.5

concrete tensile strength : 6.4.2

young hardening concrete : 7.1.2.2

JCI input

concrete tensile strength : 6.4.2

young hardening concrete : 7.1.2.2

JSCE code

concrete maturity : 20.4

concrete tensile strength : 6.4.2

young hardening concrete : 7.1.2.2

JSCE input

concrete tensile strength : 6.4.2

young hardening concrete : 7.1.2.2

K-ratio of norm. consol. soil : B.5.2.6 | B.5.2.7

K-ratio vert. to horiz. stress : B.5.2.1 | B.5.2.1

K0 input

clay : 5.1.4.2

Modified Mohr-Coulomb plasticity : 5.1.5.3 | 5.1.5.3

soil : 9.6.2

K0DIR input : 9.6.2

K1 : B.5.7.1 | B.5.7.1

K2 : B.5.7.1 | B.5.7.1

KAPPA input

Drucker-Prager plasticity : 5.1.2.1

liquefaction : 9.7.2 | 9.7.3

Mohr-Coulomb plasticity : 5.1.2.1

Tresca plasticity : 5.1.1.1

Von Mises plasticity : 5.1.1.1

KAPSTA input : 9.7.2

Kelvin Chain model : Shrinkage | 7.3 | 11.4.3

KELVIN input

creep curve : 7.4

Kelvin Chain model : 7.3

user-supplied material : 11.4.3

KINEMA input

reinforcement plasticity : 9.5.3

Kinematic hardening : 5.1.7 | 9.5.3 | 17.1.9

KNC input

clay : 5.1.4.2

Modified Mohr-Coulomb plasticity : 5.1.5.3

Koiter's rule : Assumptions.

Kozeny-Karman modified permeability : 15.3.1.2

Kuhn-Tucker conditions : Assumptions.

L16IF element

material : 9.3

L20IF element

material : 9.3

L8IF element

material : 9.3

Laminates : 2.1.6

Lateral confinement behavior property : Lateral

Lateral cracking reduction property : Lateral

Layered elements

shell : 2.1.6 | 3.2

Li's model property : Crack

Limit value virtual damping : B.5.2.9

Linear compressibility property : B.5.7.2

Linear elastic spring stiff. : B.2.5

Linear elasticity : 4.1

interface elements : 9.3

spring : 9.1.2.1

Linear elasticity property : B.2 | B.5.2.7

Linear harden comprs property : Hardening/softening. | Hardening/softening.

Linear harden in tensile property : Hardening/softening. | Hardening/softening.

Linear hardening in compr. property : Compressive

LINEAR input

hyperelasticity : 4.4.2

Maekawa model : 9.4.1.1

Total Strain cracking : 6.2.2.1 | 6.2.2.1

Linear Mode II fracture energy property : B.5.5.5

Linear normal stiffness : B.2.4

Linear Poisson's ratio : B.5.2.4

Linear property : B.1.2.1 | B.1.3.1 | B.5.2.2

Linear soften in tensile property : Hardening/softening. | Hardening/softening.

Linear softening in comprs property : Hardening/softening. | Hardening/softening.

Linear softening in tension property : Tension

Linear stress cut-off property : Tension

Linear tangential stiffness : B.2.4

Linear tension softening property : Tension | Tension | Discrete | Crack

Linear Young's modulus : B.5.2.4

LINHAR input

Total Strain cracking : 6.2.4.1

LIQUEF command : Combination

LIQUEF input : 9.7

Liquefaction of soil : 9.7 | 24.

user-supplied : 11.6

Load cycles to failure : 9.8

zero stress : 9.8

LODAGE input

American Code : 7.4.2.2

Dutch Code : 7.4.2.3

European Code : 7.4.2.1

user-supplied creep model : 7.4.2.4

Lode's angle : 17.1.7.3

Lowest reinforcement % : B.1.1.1

Lubrication elements

material properties : 14.

Lubrication property : B.12 | B.12

M : B.5.2.7

M* : B.5.2.9

m - $\kappa$ diagram : 9.2.1

MAEDEC input : 9.4.1.2

MAEKAW input : 9.4.1

user-supplied : 9.4.2

Maekawa model : Cracking. | 22.

input : 9.4

user-supplied shear : 11.3.4

user-supplied subroutine : 11.3.10

MAESHR input : 9.4.1.2

Masing's rule : 24.3.1

Masonry : 2.1.4 | 5.2.3 | 21.5

Masonry joints : 9.3.5 | 21.

Masonry property : B.5.3

Mass

rotational : 3.1.2

translational : 3.1.2

Mass correction

dead weight : Correction

Mass density : 3.1.1 | B.1.1.1 | B.1.1.2 | B.1.2.1 | B.1.2.1 | B.3.1.1 | B.3.1.2

Mass density property : B.3.1.1 | B.3.1.2

Mass elements : 3.1.2

MASS input : 3.1.2

Mass property : B.3

MATAXI input : 5.2.1 | 5.2.2

MATBET input

Total Strain cracking : 6.2.3.1

MATCRK input : 6.1.1.1 | 6.1.1.1 | 9.3.2.1

MATCST input

Total Strain cracking : 6.2.4.1 | 6.2.4.1 | 6.2.4.1 | 6.2.4.1

MATDSN input : 9.3.1.2

MATDST input : 9.3.1.2

MATEPU input

Total Strain cracking : 6.2.2.1

'MATERI' table : 1.1 | 3.2.1 | 3.2.2

Material constant : B.5.9.1 | B.5.9.1 | B.5.9.1 | B.5.9.1 | B.5.9.1 | B.5.9.1 | B.5.9.1 | B.5.9.1

Material models : 1. | Combination

Material properties : 1.1

specification : B.

MATGF1 input : 6.1.2.1 | 9.3.2.1

Total Strain cracking : 6.2.2.1

MATPOI input : 4.1.3.1

Total Strain cracking : 6.2.1.2

MATSLP input : 9.3.3

MATTEN input : 6.1.2.1 | 6.1.2.1 | 6.1.2.1

MATTST input

Total Strain cracking : 6.2.2.1 | 6.2.2.1 | 6.2.2.1

'MATURI' table : 1.2.3

for elements : 1.2.5

for nodes : 1.2.6

Maturity

concrete : Shrinkage | 7.1.2

shrinkage : 8.2.1

tensile strength : 6.4.1

vs. time : 1.2.3

Maturity influence

Discrete cracking : 9.3.2.1 | 9.3.2.1

Dorr bond-slip : 9.3.3

Drucker-Prager plasticity : 5.1.2.1 | 5.1.2.1

Kelvin Chain viscoelasticity : 7.3 | 7.3

linear elasticity : 4.1.3.1

Maxwell Chain viscoelasticity : 7.2 | 7.2

Mohr-Coulomb plasticity : 5.1.2.1 | 5.1.2.1

Normal interface stiffness : 9.3.1.2

Power Law viscoelasticity : 7.1.1

Smeared cracking : 6.1.1.1 | 6.1.1.1 | 6.1.2.1 | 6.1.2.1 | 6.1.2.1 | 6.1.2.1

Tangential interface stiffness : 9.3.1.2

Tresca plasticity : 5.1.1.1 | 5.1.1.1

viscoelasticity : 19.2.1

Von Mises plasticity : 5.1.1.1 | 5.1.1.1

MATYLD input

Drucker-Prager plasticity : 5.1.2.1 | 5.1.2.1

Mohr-Coulomb plasticity : 5.1.2.1 | 5.1.2.1

Tresca plasticity : 5.1.1.1 | 5.1.1.1

Von Mises plasticity : 5.1.1.1 | 5.1.1.1

MATYOU input

Kelvin Chain viscoelasticity : 7.3 | 7.3

linear elasticity : 4.1.3.1

Maxwell Chain viscoelasticity : 7.2 | 7.2

Power Law viscoelasticity : 7.1.1

Total Strain cracking : 6.2.1.2

MAXFOR input

three-dimensional : 9.1.5.2

two-dimensional : 9.1.5.1

Maximum aggregate size : B.1.1.2 | B.1.1.2 | B.5.1.3 | Crack | Crack | Crack | Crack | Crack

Maximum damping ratio : B.5.2.9

Maximum Force/Moment : B.5.10

Maximum stiffness : B.5.2.4

Maximum strain boundary : B.5.2.4

MAXPRD input : 12.5.1.2 | 12.5.1.3

MAXWEL input : 7.2

creep curve : 7.4

Maxwell Chain model : Shrinkage | 7.2 | 7.2 | 19.1

MC1990 input

concrete cracking : 6.2.1.1

concrete creep : 7.4.2.1

concrete shrinkage : 8.2.2

concrete tensile strength : 6.4.2

young hardening concrete : 7.1.2.2

Mean comp str 28 days (MPa) : B.1.1.2 | B.6.2.3

Medium stiffness : B.5.2.4

MEMORY input

reinforcement plasticity : 9.5.3

Metal : 2.1.5

Metal creep : 8.1

kinematic hardening : 5.1.7

Metal plasticity : 5.1.7

Metals property : B.5.6

Min. liquefaction resistance : B.5.2.9

Minimum Force/Moment : B.5.10

Minimum strain boundary : B.5.2.4

Mixed formulation : Example.

MIXED input

reinforcement plasticity : 9.5.3

Mixture analysis

material properties : 15.3

MKAPXX input : 9.2.1

MKAPXY input : 9.2.1

MKAPYY input : 9.2.1

MMOHRC input : 5.1.5

MO1VAL input

composite interface : 9.3.5

crack dilatancy : 9.3.2.2

discrete cracking : 9.3.2.1 | Tension | Tension | Tension

MO2VAL input

composite interface : 9.3.5

crack dilatancy : 9.3.2.2

discrete cracking : 9.3.2.1

friction : 9.3.4

Mobilized dilatancy angle : 5.1.2

MOCVAL input : 9.3.5

Mod. Maekawa Concrete model property : B.5.1.5

Modal damping factor : 3.2.4

Mode-I tensile fracture energy : Tension | Tension | Tension | Tension | Tension | Tension

Mode-I tension softening : 9.3.2.1

Mode-I ultimate tensile strain : Tension

MODE1 input

crack dilatancy : 9.3.2.2

discrete cracking : 9.3.2.1 | Tension | Tension | Tension | Tension

MODE2 input

crack dilatancy : 9.3.2.2

discrete cracking : 9.3.2.1

friction : 9.3.4

Model Code material libraries : 10.

Modified Cam-clay model property : B.5.2.6

Modified elasticity : 4.3

Modified Mohr-Coulomb : see Mohr-Coulomb

Modified Mohr-Coulomb property : B.5.2.7

Modified swelling parameter : B.5.2.9

Moelands tension softening : Cracking. | 6.1.2 | 18.1.1.4

Moelands tension softening property : Tension

Mohr-Coulomb plasticity : Cracking. | 5.1.2 | 17.1.3

Modified : Combination | 5.1.5 | 5.1.5.5 | 17.1.7

Mohr-Coulomb deviatoric shape property : B.5.2.7

Mohr-Coulomb plasticity property : Plasticity. | Plasticity. | Plasticity. | B.5.2.5

MOHRCO input : 5.1.2 | 5.1.2.2

gradient characteristic : 5.1.2.3

MOIST input

concrete creep : 7.4.2.2

concrete shrinkage : 8.2.2

concrete tensile strength : 6.4.2

young hardening concrete : 7.1.2.2

MOMENX input : 9.1.5.2

MOMENY input : 9.1.5.2

MOMENZ input

three-dimensional : 9.1.5.2

two-dimensional : 9.1.5.1

Monti-Nuti plasticity : 9.5.3 | 17.1.10

Monti-Nuti isotr. hard. property : B.5.9.1

Monti-Nuti kinem. hard. property : B.5.9.1

Monti-Nuti memory hardening property : B.5.9.1

Monti-Nuti mixed hard. property : B.5.9.1

Monti-Nuti plasticity property : B.5.9.1

MOONEY input : 4.4.1

Mooney-Rivlin hyperelasticity : 4.4.1 | 16.3.1.1

Mooney-Rivlin model property : B.5.7.1

MSTAR input : 9.7.2

Mult-lin. diag. in tension property : Tension

Mult-lin. softn in tensile property : Hardening/softening. | Hardening/softening.

Multi-lin diagram in compr. property : Compressive

Multi-lin diagram in shear property : Shear

Multi-lin. diag. in tension property : Tension

Multi-linear diagr. in shear property : Shear

Multi-linear model property : B.5.5.3

Multi-linear soften comprs property : Hardening/softening. | Hardening/softening.

Multilinear tension softening property : Tension | Discrete

Multip. fac. preconsol. stress : B.5.2.6 | B.5.2.7

MULTLN input : 6.2.4.1

concrete plasticity : 5.1.5.2

Maekawa model : 9.4.1.1 | 9.4.1.2

Total Strain cracking : 6.2.2.1 | 6.2.3.2

MURNAG input : 4.4.2

Murnaghan compressibility : 4.4.2 | 16.3.2.2

Murnaghan compressibility property : B.5.7.2

n - $\varepsilon$,$\gamma$ diagram : 9.2.1

N4IF element

material : 9.3

N6IF element

material : 9.3

Nadai hardening : 5.1.1

NADAI input : 5.1.1

Nadai's hardening constant : Hardening. | Hardening. | B.5.1.4.1 | B.5.1.4.1 | B.5.6.2 | B.5.6.2

Nadai's hardening exponent : Hardening. | Hardening. | B.5.1.4.1 | B.5.1.4.1 | B.5.6.2 | B.5.6.2

Nadai's strain shift factor : Hardening. | Hardening. | B.5.1.4.1 | B.5.1.4.1 | B.5.6.2 | B.5.6.2

Nadai's stress shift factor : Hardening. | Hardening. | B.5.1.4.1 | B.5.1.4.1 | B.5.6.2 | B.5.6.2

NAME input

material property : 1.1

NEN 6720 code : Shrinkage

concrete : 10.1.1

concrete creep : 7.4.2.3

concrete maturity : 20.3

concrete shrinkage : 8.2.2

reinforcement steel : 10.3.1

NEN 6720 property : B.1.1.1 | B.1.3.1

NEN 6770 code : 10.2.1

NEN 6770 property : B.1.2.1

Neo-Hookean deviatoric strain energy : Example. | 16.3.1.1

NEPSXX input : 9.2.1

NEPSYY input : 9.2.1

NEX input : 9.7.2

NGAMXY input : 9.2.1

NISHI input : 9.7.2

Nishi liquefaction : 9.7.2 | 24.2

customized : 11.6.4

Nishi liquefaction property : B.5.2.9

NISLIQ user-supplied subroutine : 11.6.4

NN6720 input

concrete creep : 7.4.2.3

concrete shrinkage : 8.2.2

No crack-reclosing option property : Crack-reclosing.

No cracking property : B.5.1.4

No gap criterion property : B.5.5.2

No hardening property : B.5.5.2

No Hydraulic capacity property : B.14

No lateral confinement behav. property : Lateral

No lateral cracking reduction property : Lateral

No plasticity property : Plasticity. | Plasticity. | Plasticity.

No shrinkage property : B.6.2.3

Noakowski bond-slip : 9.3.3 | 21.3.2

Noakowski's model property : B.5.5.3

NOBOND input : 9.5.4.1

NODES subtable of 'CONCEN' : 1.2.2

NODES subtable of 'MATURI' : 1.2.3

NODES subtable of 'TEMPER' : 1.2.1

NODES subtable of 'PRESSU' : 1.2.4

Non-orthogonal crack property : B.5.1.5

Non-orthogonal cracking : 22.4

input : 9.4.1

Nonassociated plasticity : 5.1.2 | 5.1.3

NONE input : 6.2.5 | 6.2.5 | 12.2.3

Nonlinear Boyce property : B.5.2.4

Nonlinear elasticity : Combination | 4.2 | 9.6.3 | 16.2

clay : 17.1.6.2

interface elements : 9.3 | 9.3.1.3

soil : 17.1.7.2

spring elements : 9.1.2.2 | 9.1.2.3

user-supplied : 11.2

Nonlinear elasticity property : B.5.5.1

Nonlinear Grains property : B.5.2.4

Nonlinear Jardine property : B.5.2.4

Nonlinear property : B.1.1.1 | B.1.1.2 | B.1.2.1 | B.1.3.1

Nonlinear tension softening property : Discrete

NONORT input : 9.4.1

Normalized plastic shear work : B.5.2.9

Notational size (mm) : B.1.1.1 | B.1.1.2 | B.6.2.3 | B.6.2.3

NR input

concrete creep : 7.4.2.1

concrete shrinkage : 8.2.2

concrete tensile strength : 6.4.2 | 6.4.2

young hardening concrete : 7.1.2.2 | 7.1.2.2

NSPRIN input : 9.7.1

Number of cycles to failure : B.8

Number of springs : B.5.2.9

NUMBKF input : 9.6.3

NUMSPR input : Unloading-reloading.

NWOEHL input : 9.8

OCR input

clay : 5.1.4.1 | 5.1.4.2

Modified Mohr-Coulomb plasticity : 5.1.5.3

OCRP input

clay : 5.1.4.2

Modified Mohr-Coulomb plasticity : 5.1.5.3

OFFAXI input : 5.2.1 | 5.2.2

OMEGA input : 8.2.2

One Woehler diagram property : B.8

ORDER input : Unloading-reloading.

Orthotropic - constant params. property : B.7

Orthotropic elasticity : 2.1.6 | Delamination. | 4.1.2 | 16.1

Orthotropic heat transfer : 12.1

Orthotropic material layers : Orthotropic

Orthotropic plasticity : 2.1.6 | 5.2 | 17.2.1

Orthotropic property : B.2.2 | B.3.2 | B.4.4 | B.9.2 | B.10.2 | B.11.2

Orthotropic thickness : Plane

Overconsolidation : 5.1.4.1

Overconsolidation ratio : B.5.2.6 | B.5.2.6 | B.5.2.6 | B.5.2.7

P1 : B.5.2.9

P1 input : 9.7.1

P2 : B.5.2.9

P2 input : 9.7.1

Parab. hard/soften comprs property : Hardening/softening. | Hardening/softening.

Parab. hard/soften tensile property : Hardening/softening. | Hardening/softening.

PARABO input

Total Strain cracking : 6.2.4.1

Parabolic diagram in compr. property : Compressive

Parameter m : B.5.2.7

Penalty conduction coeff. : B.10.4

Penalty conduction coefficient : 13.2.4

Penalty constant : B.5.7.2

Penalty formulation : 9.6.3

PERMEA input : 15.3.1.1

interface elements : 15.3.2

Permeability : 15.3.1.1

interface elements : 15.3.2

PERZY1 input : 5.3.2

PERZY2 input : 5.3.2

Perzyna viscoplasticity : 5.3.2 | 17.3.1

PHI input : 9.7.2

PHIM input : 9.7.2

Phreatic surface : 13.2

Plane strain elements

material : Plane

Plane stress elements

material : Plane

Plasticity : Combination | 5. | 17.

concrete : Cracking. | 5.1.3 | 5.1.3

kinematic hardening : 5.1.7 | 9.5.3 | 17.1.9

metal : 5.1.7

position dependent : 5.1.2.3

spring : 9.1.3

user-supplied cohesion : 5.1.2.2 | 5.1.3.1

user-supplied compressive strength : 5.1.3.1

user-supplied subroutine : 11.3.1

user-supplied tensile strength : 5.1.3.1 | 5.1.3.1 | 5.1.3.1

user-supplied yield stress : 5.1.1.2

Plate bending elements

material : Plate

Point mass : see Mass elements | B.3.2

Point mass in X-direction : B.3.2

Point mass in Y-direction : B.3.2

Point mass in Z-direction : B.3.2

Point mass property : B.3.2

POISON input

clay : 5.1.4.1

cross-section analysis : 4.1.1.1

Jardine : 4.2.1.3

linear elasticity : 4.1.1

liquefaction : 9.7.2

Maekawa model : 9.4.2

modified elasticity : 4.3

Modified Mohr-Coulomb plasticity : 5.1.5.1 | 5.1.5.1 | 5.1.5.1

orthotropic elasticity : 4.1.2

Total Strain cracking : 6.2.1.2

Poisson property : B.13

Poisson's ratio : B.1.1.1 | B.1.1.2 | B.1.2.1 | B.1.2.1 | B.2.1 | B.13

concentration dependent : 4.1.3.1

linear elasticity : 4.1 | 4.1.1

maturity dependent : 4.1.3.1

orthotropic elasticity : 4.1.2

temperature dependent : 4.1.3.1

Total Strain cracking : 6.2.1.2

user-supplied (visco)elasticity : 11.1.2

Poisson's ratio xy : B.2.2

Poisson's ratio yz : B.2.2

Poisson's ratio zx : B.2.2

Polymer material : 16.3.1.1

Pore fluid

material properties : 15.

Pore fluid-matrix interaction property : B.14

Pore pressure : 9.6.3 | 15.1

liquefaction : Pore | 24.4

POROSI input

clay : 5.1.4.1

for buoyancy or weight : 15.1

groundwater flow : 13.1.1 | 13.2.2

liquefaction : 9.7.2 | 9.7.3

mixture : 15.3.1.1 | 15.3.2

Modified Mohr-Coulomb plasticity : 5.1.5.1 | Cap

staggered analysis : 15.2

Porosity : 4.2.1

clay : 5.1.4.1

for buoyancy or weight : 15.1

groundwater flow : 13.1.1 | 13.2.2 | 13.2.2

mixture : 15.3.1.1 | 15.3.2

Modified Mohr-Coulomb plasticity : 5.1.5.1 | Cap

PORPER input : 15.3.1.2

Position dependency

cohesion : 5.1.2.3 | Position

elasticity : Position

friction : Position

plasticity : 5.1.2.3

POTENT input : 12.1.2 | 12.1.2

boundary elements : 12.2.1 | 12.2.1

interface elements : 12.3 | 12.3

Potential flow analysis : 12.

Power d of creep function : B.6.1

POWER input

Modified Mohr-Coulomb plasticity : 5.1.5.1

viscoelasticity : 7.1

Power Law

bond-slip : 21.3.2

Boyce : 4.2.1.2

grains : 4.2.1.1

Modified Mohr-Coulomb plasticity : 5.1.5.1

nonlinear elasticity : 17.1.7.2

viscoelasticity : Shrinkage | 7.1 | 19.2.2

viscoplasticity : 17.3.1

Power Law Elasticity property : B.5.2.7

Power Law viscoelasticity property : B.6.1

Power p of creep function : B.6.1

POWHAR input : Cap

POWPAR input : Cap

PRDKAR input : 12.5.1.2

PREBET input

Total Strain cracking : 6.2.3.1

PRECON input

clay : 5.1.4.2

Modified Mohr-Coulomb plasticity : 5.1.5.3

Preconsolidation : 5.1.5.3 | 17.1.7.3 | 17.1.7.5

Preconsolidation stress : B.5.2.6 | B.5.2.7 | B.5.2.7 | B.5.2.7

PRECST input

Total Strain cracking : 6.2.4.1 | 6.2.4.1 | 6.2.4.1 | 6.2.4.1

PREEPU input

Total Strain cracking : 6.2.2.1

PREF input

Bowl liquefaction : 9.7.3

Towhata-Iai liquefaction : 9.7.1

PREGF1 input

Total Strain cracking : 6.2.2.1

PREPOI input

Total Strain cracking : 6.2.1.2

'PRESSU' table : 1.2.4

for elements : 1.2.5

for nodes : 1.2.6

Pressure

vs. time : 1.2.4

Pressure head : 13.2.2

Pressure shift : B.5.2.6

Pressure shift for elasticity : B.5.2.7 | B.5.2.7

Pressure shift for plasticity : B.5.2.7 | B.5.2.7

Pressure-pressure cyc to fail : B.8

Pressure-pressure stress value : B.8

Pressure-tension cycl to fail : B.8

Pressure-tension stress value : B.8

PRETST input

Total Strain cracking : 6.2.2.1 | 6.2.2.1 | 6.2.2.1

PREYOU input

Total Strain cracking : 6.2.1.2

PRSSAT input : 15.1

mixture : 15.3.1.3 | 15.3.2

PSHIFT input : 5.1.5.4

PT3RO element : 3.1.2

PT3T element : 3.1.2

q - $\Psi$ diagram : 9.2.1

Q24IF element

material : 9.3

QPSIYZ input : 9.2.1

QPSIZX input : 9.2.1

RADIAT input : 12.2.3

Radiation

boundary elements : 12.2.2

Radiation only property : B.9.4

Ramberg-Osgood property : B.5.2.8

Ramberg-Osgood soil : 9.6.1.2 | 23.2

RANDRU input : 5.1.3

user-supplied hardening : 5.1.3.1

RANHIL input : 5.2.3

RANKIN input

user-supplied hardening : 5.1.3.1

Rankine frac. energy in x-dir : Crack | Crack | Crack

Rankine frac. energy in y-dir : Crack | Crack | Crack

Rankine plasticity : Cracking. | Combination | 17.1.5

concrete : 5.1.3

with Drucker-Prager : Rankine/Drucker-Prager.

with Von Mises : Rankine/Von

Rankine Principal Stress plasticity : 5.1.3 | 17.1.5

Rankine Principle Stress property : B.5.1.1

Rankine yield stress : Plasticity. | Plasticity. | Plasticity. | Plasticity. | Plasticity. | Plasticity.

Rankine-Hill anisotropic plast property : B.5.3.2

Rankine-Hill plasticity : 2.1.4 | 5.2.3 | 17.2.3

Rankine/Drucker-Prager property : Plasticity. | Plasticity.

Rankine/Von Mises property : Plasticity. | Plasticity.

RANVMI input : 5.1.3

user-supplied hardening : 5.1.3.1

keywordRAOSGO input : 9.6.1.2

RATDEP input : 6.1.4

Rate-dependent cracking : 6.1.4

Ratio fine:total aggregate (%) : B.6.2.3 | B.6.2.3

RAYLEI input : 3.2.1

Rayleigh damping : see Damping

Rayleigh damping factor a : B.4.1

Rayleigh damping factor b : B.4.1

REACTI input

conductivity and capacitance : 12.5.2 | 12.5.2

heat production : 12.5.1.2

RECLOS input : 9.4.1 | 9.4.2

REDCRV input : 6.2.5

Reduced mass density : Correction | B.3.1.1

Reduced stiffness : B.5.5.2

Reference compression modulus : B.5.2.4 | B.5.2.4 | B.5.2.7

Reference isotropic pressure : B.5.2.9

Reference mean pressure : B.5.2.9

Reference pressure : B.5.2.7

Reference pressure Pref : B.5.2.7

Reference shear modulus : B.5.2.4 | B.5.2.4 | B.5.2.9

Reference shear strain : B.5.2.9

Reference shift : B.5.2.6

REFPOS input

friction : Position

linear elasticity : Position

plasticity : 5.1.2.3

REFRAT input : 5.2.3

Regular input property : B.5.2.6

Reinforced concrete : 2.1.2 | 21.3

Reinforcement

material : Reinforcement | 9.5

post-tensioned : 9.5.4.1

steel classes : 10.3

Reinforcement bonded property : B.1.3.1 | B.2.3

Reinforcement not bonded property : B.1.3.1 | B.2.3

Reinforcement property : B.2.3 | B.5.9

Reinforcement steel property : B.1.3

REINHA input

concrete maturity : 7.1.2.1

Reinhardt concrete maturity : 7.1.2.1 | 7.1.2.1

Reinhardt soften in comprs property : Hardening/softening. | Hardening/softening.

Reinhardt soften in tensile property : Hardening/softening. | Hardening/softening.

Relative ambient humidity (%) : B.1.1.1 | B.1.1.2 | B.6.2.3 | B.6.2.3

Relative distance from face : B.5.8

Relative maximum depth : B.5.8

Relaxation curves : 19.3

Relaxation function : 7.4.1 | 19.

Relaxation time : 7.2 | 19.1

RELAXF input : 7.4.1

RELTIM input : 7.2

Residual friction coefficient : B.5.5.5

Retardation time : 7.3

RETTIM input : 7.3

Return-mapping : Return-mapping.

Reynolds flow : see Lubrication

Reynolds number : 13.2.3

RH input

concrete creep : 7.4.2.1 | 7.4.2.2 | 7.4.2.3

concrete shrinkage : 8.2.2 | 8.2.2 | 8.2.2

Right Cauchy-Green stretch : 16.3

Rivlin deviatoric strain energy : 16.3.1

RLXPAR input : 7.4

Rock : 2.1.3 | 5.2.3 | 17.1.5

plasticity : 5.1.6 | 17.1.8

Rock joints : 21.

Rock property : B.5.2

ROTATE input : Input

Maekawa model : 9.4.1

Rotating crack model : Input | Orthogonal

Maekawa model : 9.4.1

ROTATX input : 9.1.5.2 | 9.1.5.2

ROTATY input : 9.1.5.2

ROTATZ input : 9.1.5.1

Rough crack model : 9.3.2.2 | 21.2.1 | 21.2.2

Rowe dilatancy curve property : B.5.2.7

Rowe's dilatancy rule : 5.1.5 | 5.1.5.2 | 5.1.5.2 | 5.1.5.5 | 17.1.7.4

RS input

concrete creep : 7.4.2.1

concrete shrinkage : 8.2.2

concrete tensile strength : 6.4.2 | 6.4.2

young hardening concrete : 7.1.2.2 | 7.1.2.2

Rubber : see Hyperelasticity

RUBBER input : 4.4.1 | 4.4.1

user-supplied hyperelasticity : 4.4.3

Rubbers property : B.5.7

RUBMOD input : 4.4.3

RUBVAL input : 4.4.1 | 4.4.1

user-supplied hyperelasticity : 4.4.3

S1 : B.5.2.9

S1 input : 9.7.1

Sand : Sand. | 5.1.5 | 5.1.5.5 | 17.1.7

cap hardening : Cap

SATPER input : 15.3.1.2

interface elements : 15.3.2

SATURA input

groundwater flow : 13.2.2 | 13.2.2

staggered analysis : 15.2

Total Strain cracking : 6.2.4.1

Saturated conductivity : B.10.1 | B.11.1

Saturated conductivity kxx : B.11.2 | B.11.2

Saturated conductivity xx : B.10.2 | B.10.3 | B.11.3

Saturated conductivity xy : B.10.3 | B.11.3

Saturated conductivity yy : B.10.2 | B.10.3 | B.11.3

Saturated conductivity yz : B.10.3

Saturated conductivity zx : B.10.3

Saturated conductivity zz : B.10.2 | B.10.3

Saturation

for buoyancy or weight : 15.1

groundwater flow : 13.2.2

Saturation harden in compr. property : Compressive

Saul equivalent age : 12.5.3.2

SAUL input : 12.5.3.2

Secant conduction : 13.2.3

Secant mode I unloading property : Discrete

Seepage : 13.2

Seepage face : 13.2.4 | 13.2.4

Shape factor gamma : B.5.2.6

Shear modulus : B.13

cross-section analysis : 4.1.1.1

linear elasticity : 4.1

orthotropic elasticity : 4.1.2

Shear modulus crack dev. : Discrete

Shear modulus ref. pressure : B.5.2.9

Shear modulus xy : B.2.2

Shear modulus yz : B.2.2

Shear modulus zx : B.2.2

Shear plasticity + hardening property : B.5.2.7

Shear property : B.13

Shear resist angle max compr. : B.5.2.9

Shear resist. angle (failure) : B.5.2.9

Shear retention

constant : 9.3.4 | 10.1.1 | 10.1.2

discrete cracking : 21.1.4

Maekawa model : 9.4.1.2

Smeared cracking : 6.1 | 6.1.3 | 18.1.2

Total Strain cracking : 6.2.3

user-supplied subroutine : 11.3.8

Shear retention factor : B.1.1.1 | B.1.1.2 | Shear | Shear

Shear slip : 9.3.1.3

Shear slip - curve truncation : B.5.5.3

Shear slip at plateau : B.5.5.3

Shear softening parameter : Shear

Shear stiffness : 5.1.5.1 | 5.1.5.1

Shear traction control factor : B.5.5.5

Shell elements

layered : 3.2

temperature : 1.2.5.2

SHMATU input : 8.2.1

SHPFAC input : 5.1.5.4

SHRCRV input : 6.2.3

Maekawa model : 9.4.1 | 9.4.2

SHRINF input : 8.2.1

Shrinkage : 2.1.1 | 8.2

Shrinkage property : B.1.1.1 | B.6.2.3

SHRINN input

American Code : 8.2.2

Dutch Code : 8.2.2

European Code : 8.2.2

SHRMOD input

cross-section analysis : 4.1.1.1

Modified Mohr-Coulomb plasticity : 5.1.5.1 | 5.1.5.1

orthotropic elasticity : 4.1.2

SHRPAR input : 6.2.3.2 | 6.2.3.2 | 9.4.1.2 | 9.4.1.2 | 9.4.1.2

SHRREF input

Bowl liquefaction : 9.7.3

Towhata-Iai liquefaction : 9.7.1

SHTIME input : 8.2.1

SIGDIS input : 9.3.1.3

SIGEPS input : 4.2.2

Simo-Taylor compressibility : 4.4.2 | 16.3.2.2

Simo-Taylor compressibility property : B.5.7.2

SIMOTA input : 4.4.2

Simple Rankine property : Plasticity. | Plasticity.

Simple Soil Models : 23.

Sin(dilatancy angle) : Plasticity. | Plasticity. | Plasticity. | Plasticity. | Plasticity. | Plasticity. | Plasticity. | Plasticity. | B.5.2.5 | B.5.2.5

Sin(friction angle) : Plasticity. | Plasticity. | Plasticity. | Plasticity. | Plasticity. | Plasticity. | Plasticity. | Plasticity. | B.5.2.5 | B.5.2.5

Sine frict. angle of con. vol. : B.5.2.7

Sine initial friction angle : B.5.2.7

Sine of dilatancy angle : B.5.2.7

Sine of friction angle : B.5.2.6 | B.5.2.6 | B.5.2.6 | B.5.2.6

Sine phase transform. angle : B.5.2.9

Sine shear resistance angle : B.5.2.9

SINPCV input : 5.1.5.2

SINPHF input : 9.7.1

SINPHI input

concrete plasticity : 5.1.3.1 | 5.1.5.2

Drucker-Prager plasticity : 5.1.2.2

Mohr-Coulomb plasticity : 5.1.2.2

SINPHP input : 9.7.1

SINPSI input

concrete plasticity : 5.1.3.1

Drucker-Prager plasticity : 5.1.2.2

Modified Mohr-Coulomb plasticity : 5.1.5.2

Mohr-Coulomb plasticity : 5.1.2.2

SL input

concrete creep : 7.4.2.1

concrete shrinkage : 8.2.2

concrete tensile strength : 6.4.2 | 6.4.2

young hardening concrete : 7.1.2.2 | 7.1.2.2

Slope during reloading kappa : B.5.2.6 | B.5.2.6 | B.5.2.6 | B.5.2.6

SLPVAL input : 9.3.3 | 9.3.3 | 9.3.3

SLS : 6.2

SLUMP input

concrete creep : 7.4.2.2

concrete shrinkage : 8.2.2

Slump of concrete slurry (mm) : B.6.2.3 | B.6.2.3

Smeared cracking : Combination | 6.1 | 18.1

Softening : Cracking.

Softening tensile strength : Tension | Tension

Soil : 2.1.3 | 9.6

drained/undrained : 9.6.3

Hardin-Drnevich : 9.6.1.1 | 23.1

modified elasticity : 4.3

nonlinear elasticity : 17.1.7.2

Ramberg-Osgood : 9.6.1.2 | 23.2

submerged : Correction

SOIL input : 9.6.1

Soil property : B.5.2

Solid elements

material : Solid

Solidification : 12.6

SP1TR element

force-elongation diagram : 9.1.2.3

SP2TR element

force-elongation diagram : 9.1.2.3

Specific volume : 5.1.5.1

Specified convective field property : B.9.7 | B.10.6

Spherical cap shape property : B.5.2.7

Spline elements : Flat

Spring diagrams : Unloading-reloading. | Unloading-reloading.

base spring : 9.1.5.1 | 9.1.5.2

Spring elements : Spring

material : 9.1

SPRING input

linear elasticity : 9.1.2.1

nonlinear elasticity : 9.1.2.2 | Unloading-reloading.

Spring property : B.2.5

Spring stiffness : 9.1.2.1

depending on axial force : 9.1.5

Spring/dashpot property : B.6.4

Springs property : B.5.10

Spurious modes : 17.4 | Example.

SQVCRV input

reinforcement plasticity : User-supplied.

Tresca plasticity : 5.1.1.2

Von Mises plasticity : 5.1.1.2 | Example.

Staggered analysis

material properties : 15.2

Static Nonlinearity property : B.5

STEAM input

concrete creep : 7.4.2.2

concrete shrinkage : 8.2.2

concrete tensile strength : 6.4.2

young hardening concrete : 7.1.2.2

Steel classes : 10.2

reinforcement : 10.3

Stefan-Boltzmann constant : 12.2.2

Stiffness modulus : 9.3.1.1

Interface elements : 9.3.1.2 | 9.3.1.2

STORAT input

detailed groundwater flow : 13.2.1 | 13.2.1

regional groundwater flow : 13.1.1

Storativity

detailed groundwater flow : 13.2.1 | 13.2.1

regional groundwater flow : 13.1.1 | 13.1.1

Strain at maximum stiffness : B.5.2.4

Strain at medium stiffness : B.5.2.4

Strain at minimum stiffness : B.5.2.4

Strain energy

damping : 3.2.4

Strain energy based property : B.4.5

Strain hardening diagram property : Hardening. | B.5.1.4.1 | B.5.6.2 | B.5.9.2

Strain hardening diagrams property : Hardening. | Hardening.

Strain hardening property : Hardening/softening. | Hardening/softening.

STRAIN input

concrete plasticity : 5.1.3

Drucker-Prager plasticity : 5.1.2

Mohr-Coulomb plasticity : 5.1.2

reinforcement plasticity : 9.5.2

Tresca plasticity : 5.1.1

Von Mises plasticity : 5.1.1

Strain Nadai hardening property : Hardening. | B.5.1.4.1 | B.5.6.2

Strain Voce hardening property : Hardening. | B.5.1.4.1 | B.5.6.2

Streamline upwind : 12.7

Stress value for failure : B.8

Stress-strain diagram : 9.2

Stress-strain relation : Assumptions.

uniaxial : 4.2.2

Structural analysis

material : I.

Structural elements

pore fluid analysis : 15.1

Structural property : B.4.2

SUPIST input : 7.2

Swelling parameter : B.5.2.9

SWOEHL input : 9.8

Symbols, glossary of : Glossary

T18IF element

material : 9.3

T9WME element

material : Plane

Tangent conduction : 13.2.3

Tangent of dilatancy angle : B.5.5.2 | B.5.5.5

Tangent of friction angle : B.5.5.2 | B.5.5.5

Tangent stiffness

user-supplied subroutine : 11.2.1

Target property : B.5.8

TAUCRI input : 6.1.3 | 6.1.3

TAUDIS input : 9.3.1.3

TEMALP input

linear elasticity : 4.1.3.1

reinforcement : 9.5.1.1

Total Strain cracking : 6.2.1.2

TEMARR input : 12.5.4 | 12.5.4

TEMBET input

Total Strain cracking : 6.2.3.1

TEMCRK input : 6.1.1.1 | 6.1.1.1 | 9.3.2.1

TEMCST input

Total Strain cracking : 6.2.4.1 | 6.2.4.1 | 6.2.4.1 | 6.2.4.1

TEMEPU input

Total Strain cracking : 6.2.2.1

TEMGF1 input : 6.1.2.1 | 9.3.2.1

Total Strain cracking : 6.2.2.1

TEMP0 input : 7.1.2.1

TEMPER input : 12.1.2 | 12.1.2

boundary elements : 12.2.1 | 12.2.1 | 12.2.2 | 12.2.2

concrete creep : 7.4.2.1

cooling pipe elements : 12.4.1 | 12.4.1

hydration heat : 12.5.2

interface elements : 12.3 | 12.3

solidification : 12.6 | 12.6

'TEMPER' table : 1.2.1

for elements : 1.2.5

for nodes : 1.2.6

Temperature

concrete : Shrinkage

vs. time : 1.2.1

Temperature influence

aging : 7.2 | 7.3

Discrete cracking : 9.3.2.1 | 9.3.2.1

Drucker-Prager plasticity : 5.1.2.1 | 5.1.2.1

Kelvin Chain viscoelasticity : 7.3 | 7.3

linear elasticity : 4.1.3.1

Maxwell Chain viscoelasticity : 7.2 | 7.2

Mohr-Coulomb plasticity : 5.1.2.1 | 5.1.2.1

Power Law viscoelasticity : 7.1.1

reinforcement : 9.5.1.1

Smeared cracking : 6.1.1.1 | 6.1.1.1 | 6.1.2.1 | 6.1.2.1 | 6.1.2.1 | 6.1.2.1

Tresca plasticity : 5.1.1.1 | 17.1.1.2

viscoelasticity : 19.2.1

Von Mises plasticity : 5.1.1.1 | 17.1.2.2

TEMPOI input : 4.1.3.1

Total Strain cracking : 6.2.1.2

TEMREF input : 12.5.3.1 | 12.5.3.2

TEMTEN input : 6.1.2.1 | 6.1.2.1 | 6.1.2.1

TEMTST input

Total Strain cracking : 6.2.2.1 | 6.2.2.1 | 6.2.2.1

TEMYLD input

Drucker-Prager plasticity : 5.1.2.1 | 5.1.2.1

Mohr-Coulomb plasticity : 5.1.2.1 | 5.1.2.1

reinforcement : 9.5.2.1

Tresca plasticity : 5.1.1.1 | 5.1.1.1

Von Mises plasticity : 5.1.1.1 | 5.1.1.1

TEMYOU input

Kelvin Chain viscoelasticity : 7.3 | 7.3

linear elasticity : 4.1.3.1

Maxwell Chain viscoelasticity : 7.2 | 7.2

Power Law viscoelasticity : 7.1.1

reinforcement : 9.5.1.1

Total Strain cracking : 6.2.1.2

TENCRV input

concrete plasticity : 5.1.3.1 | 5.1.3.1 | 5.1.3.1

Maekawa model : 9.4.1

Total Strain cracking : 6.2.2.1

TENPAR input : 6.2.2.1

Maekawa model : 9.4.1.1

Tensile strength : B.1.1.1 | B.1.1.2 | B.1.1.2 | Tension | Tension | Tension | Tension | Tension | Tension | Tension | Tension | Tension | Tension | Tension | Tension | B.5.5.2 | B.5.5.2 | B.5.5.2 | Discrete | Crack | Crack | Crack | Crack | Crack | B.5.5.5

concrete : 6.2.2 | 6.4.2 | 18.2.5

Discrete cracking : 9.3.2.1 | 9.3.2.1 | 9.3.2.1

Smeared cracking : 6.1.1 | 6.1.1 | 6.1.1.1 | 6.1.1.1 | 18.1.1

Tresca plasticity : 17.1.1.2

user-supplied cracking : 11.3.2

user-supplied plasticity : 5.1.3.1 | 5.1.3.1 | 5.1.3.1

user-supplied subroutine : 11.3.2 | 11.3.5 | 11.3.6 | 11.3.7

Von Mises plasticity : 17.1.2.2

Tensile strength in x-direct. : B.5.3.2

Tensile strength in y-direct. : B.5.3.2

TENSIO input : 6.1.2 | 6.1.2 | 6.1.2 | 6.1.2 | 6.1.2

Tension cut-off : 6.1.1 | Crack

Hoek-Brown rock plasticity : 5.1.6

user-supplied subroutine : 6.1.1.1 | 11.3.2

Tension cut-off value : B.5.2.3

Tension softening : Cracking. | 6.1.2 | 18.1.1 | 21.1

user-supplied cracking : 11.3.3

user-supplied subroutine : 6.1.2.1 | 6.1.2.1

Tension softening factor c1 : Tension

Tension softening factor c2 : Tension

Tension-tension cycl to fail : B.8

Tension-tension stress value : B.8

TENSTR input : 6.2.2.1 | 6.2.2.1

Maekawa model : 9.4.1.1 | 9.4.1.1

TENVAL input : 6.1.2 | 6.1.2 | 6.1.2 | 6.1.2.1

Thermal expansion

linear elasticity : 4.1 | 4.1.1

orthotropic : 4.1.2

reinforcement : 9.5.1

temperature dependent : 4.1.3.1 | 9.5.1.1

Total Strain cracking : 6.2.1.2

Thermal expansion coeff. x : B.7

Thermal expansion coeff. y : B.7

Thermal expansion coeff. z : B.7

Thermal expansion coefficient : B.1.1.1 | B.1.1.2 | B.1.2.1 | B.1.2.1 | B.1.3.1 | B.7

THERMX input

linear elasticity : 4.1.1

orthotropic elasticity : 4.1.2

reinforcement : 9.5.1

Total Strain cracking : 6.2.1.2

THETA input

Maekawa model : 9.4.1

Thin metal sheets : 2.1.5 | Application.

THOREN input : 6.2.4.1

Thorenfeldt hardening : 6.2.4.1 | 18.2.7

Thorenfeldt in compression property : Compressive

Three Woehler diagrams property : B.8

Threshold angle

Smeared cracking : Crack

Threshold level C1 : B.5.2.9

Time at which cooling starts : B.9.6

Time at which cooling stops : B.9.6

Time dependency : 18.1.1

ambient variables : 1.2

element variables : 1.2.5

nodal variables : 1.2.6

Time diagrams : 1.2

TIME input

boundary elements : 12.2.1 | 12.2.1 | 12.2.2

cooling pipe elements : 12.4.1 | 12.4.1

flow elements : 12.1.2 | 12.1.2

interface elements : 12.3 | 12.3

Kelvin Chain viscoelasticity : 7.3 | 7.3

Maxwell Chain viscoelasticity : 7.2 | 7.2

solidification : 12.6

TOPEPS input : 5.2.3

Total Strain cracking : 6.2 | 18.2 | B.5.1.3

predefined : 10.1.1 | 10.1.2

Total Strain fixed crack property : B.1.1.2 | B.5.1.3 | B.5.1.5

Total Strain rotating crack property : B.1.1.2 | B.5.1.3 | B.5.1.5

Total stress

user-supplied subroutine : 11.2.2

TOTCRK input : Input

TOWHAT input : 9.7.1

Towhata-Iai liquefaction : 9.7.1 | 24.1

customized : 11.6.3

Towhata-Iai liquefaction property : B.5.2.9

TOWLIQ user-supplied subroutine : 11.6.3

Transient creep : 8.1 | 8.1

Transient creep property : B.6.3

Transient flow analysis : 12.1

groundwater : 13.2.2 | 13.2.4

Transient Nonlinearity property : B.6

TRCRP input : 8.1

TRESCA input

isotropic plasticity : 5.1.1

Tresca plasticity : 2.1.5 | 5.1.1 | 17.1.1

Tresca plasticity property : Plasticity. | Plasticity. | Plasticity. | B.5.6.1

Truss elements

material : Truss

Turbulence : 13.2.3 | 13.2.3

Turbulence (Forchheimer a) : B.10.1 | B.10.2 | B.10.3

Turbulence (Forchheimer b) : B.10.1 | B.10.2 | B.10.3

Two-phase crack model : 21.2.4

ULS : 6.2

Ultimate compressive strength : Compressive

Ultimate shear strain : Shear

Ultimate strain based property : Tension | Tension

Ultimate strain of diagram : Tension

Unconfined aquifer : 13.1.1

Unconfined compr. strength : B.5.2.3

UNDRAI input : 9.6.3

Undrained behavior property : B.5.2.1

UNIAXI input : 4.2.2

Uniaxial compressive strength : B.6.3

Uniaxial stress state : Uniaxial

Units

Boyce : 4.2.1.2

concrete creep : 7.4.2

predefined material classes : Units.

Total Strain cracking : 6.2.4.1

young hardening concrete : 7.1.2.2

'UNITS' table

Boyce : 4.2.1.2

concrete creep : 7.4.2

Total Strain cracking : 6.2.4.1

young hardening concrete : 7.1.2.2

UNLO1 input : 9.3.2.1

UPWIND input : 12.7

USER input

hyperelasticity : 4.4.3 | 4.4.3

liquefaction : 9.7

Maekawa model : 9.4.1.2

nonlinear elasticity : 4.2.3

User specified upwinding property : B.9.7 | B.10.6

User-defined cap shape property : B.5.2.7

User-spec. deviatoric shape property : B.5.2.7

User-supplied cracking : 6.2.2.2

User-supplied elasticity : 4.1.3.2

User-supplied hydration heat : 12.5.1.3

User-supplied hyperelasticity : 11.1.3

User-supplied interface : 9.3 | 9.3.6

User-supplied liquefaction : 9.7 | 11.6

User-supplied Maekawa model : 9.4.2

User-supplied material model : 11.4 | 11.4.3

User-supplied reinforcement behavior : 9.5.5

User-supplied subroutines : 11.

USRBET input : 6.2.3.1

USRBET user-supplied subroutine : 11.3.8

USRCRK input : 6.1.1.1

USRCRK user-supplied subroutine : 11.3.2

USRCRP input : 7.4.2.4

USRCRP user-supplied subroutine : 11.1.4

USRCRV input : 5.1.3.1

concrete plasticity : 5.1.3.1 | 5.1.3.1 | 5.1.3.1 | 5.1.3.1

Drucker-Prager plasticity : 5.1.2.2

Maekawa model : 9.4.1.1

Mohr-Coulomb plasticity : 5.1.2.2

reinforcement plasticity : User-supplied.

Total Strain cracking : 6.2.2.2 | 6.2.4.2

Tresca plasticity : 5.1.1.2

Von Mises plasticity : 5.1.1.2 | Example.

USRCRV user-supplied subroutine : 6.2.4.2 | 11.3.1 | Example.

USRCST user-supplied subroutine : 11.3.9

USREPU input : 6.2.2.1

USREPU user-supplied subroutine : 11.3.6

USRGF1 input : 6.1.2.1 | 6.2.2.1

USRGF1 user-supplied subroutine : 11.3.7

USRHTP input : 12.5.1.3

USRHTP user-supplied subroutine : 12.5.1.3

USRIFC input : 9.3.6

USRIFC user-supplied subroutine : 11.5

USRIND input

hyperelasticity : 4.4.3

interface elements : 9.3.6

liquefaction : 11.6.1

Maekawa model : 9.4.1.2

user-supplied material : 11.4.1

user-supplied reinforcement behavior : 9.5.5

USRLIQ user-supplied subroutine : 11.6.2

USRMAT input : 11.4.1 | 11.4.3

user-supplied Maekawa model : 9.4.2

user-supplied reinforcement behavior : 9.5.5

USRMAT user-supplied subroutine : 11.4.2 | 11.4.3

USRMNL user-supplied subroutine : 9.4.2 | 11.3.10

USRPAR input

concrete plasticity : 5.1.3.1 | 5.1.3.1 | 5.1.3.1

Drucker-Prager plasticity : 5.1.2.2

Maekawa model : 9.4.1.1

Mohr-Coulomb plasticity : 5.1.2.2

reinforcement plasticity : User-supplied.

Total Strain cracking : 6.2.2.2 | 6.2.4.2

Tresca plasticity : 5.1.1.2

Von Mises plasticity : 5.1.1.2 | Example.

USRPOI input : 4.1.3.2 | 6.2.1.2

USRPOI user-supplied subroutine : 11.1.2

USRRUB user-supplied subroutine : 11.1.3 | Example.

USRSHR user-supplied subroutine : 9.4.1.2 | 11.3.4

USRSTA input

hyperelasticity : 4.4.3

interface elements : 9.3.6

liquefaction : 11.6.1

Maekawa model : 9.4.1.2

user-supplied material : 11.4.1

user-supplied reinforcement behavior : 9.5.5

USRTEN input : 6.1.2.1

USRTEN user-supplied subroutine : 11.3.3

USRTST input : 6.2.2.1 | 6.2.2.1 | 6.2.2.1

USRTST user-supplied subroutine : 11.3.5

USRVAL input

interface elements : 9.3.6

liquefaction : 11.6.1

Maekawa model : 9.4.1.2

user-supplied Maekawa model : 9.4.2

user-supplied material : 11.4.1

user-supplied reinforcement behavior : 9.5.5

viscoelasticity : 11.4.3

USRYOU input : 6.2.1.2

Kelvin Chain viscoelasticity : 7.3

linear elasticity : 4.1.3.2

Maxwell Chain viscoelasticity : 7.2

Power Law viscoelasticity : 7.1.2.3

reinforcement plasticity : User-supplied.

USRYOU user-supplied subroutine : 11.1.1

Variable isotropic permeab. property : B.14

VC1993 input : 6.2.5

VECCHI input : 6.2.5

Velocity component X : B.9.7 | B.10.6

Velocity component Y : B.9.7 | B.10.6

Velocity component Z : B.9.7 | B.10.6

Viscoelasticity : Shrinkage | Combination | 7. | 19.

user-supplied model : 11.4.3

user-supplied subroutine : 7.1.2.3 | 11.1

VISCOP input : 5.3 | 5.3.1 | 5.3.2

Viscoplasticity : 5.3 | 17.3 | 17.3

VISCOS input

liquefaction : 9.7.4

lubrication : 14.

Viscosity

dynamic : 14.

kinematic : 13.2.3

liquefaction : 9.7.4 | 24.4

Viscosity contribution x-dir. : Crack

Viscosity contribution y-dir. : Crack

Viscous cracking property : Crack

Viscous property : B.4.1

VMISES input

isotropic plasticity : 5.1.1

user-supplied plasticity : Example.

Voce hardening : 5.1.1

VOCE input : 5.1.1

Voce's hardening constant : Hardening. | Hardening. | B.5.1.4.1 | B.5.1.4.1 | B.5.6.2 | B.5.6.2

Voce's hardening exponent : Hardening. | Hardening. | B.5.1.4.1 | B.5.1.4.1 | B.5.6.2 | B.5.6.2

Voce's initial yield stress : Hardening. | Hardening. | B.5.1.4.1 | B.5.1.4.1 | B.5.6.2 | B.5.6.2

Voce's yield plateau : Hardening. | Hardening. | B.5.1.4.1 | B.5.1.4.1 | B.5.6.2 | B.5.6.2

VOID input

compression yield surface : Cap

elasticity : 5.1.5.1

Void ratio : 17.1.7.2

compression yield surface : Cap

elasticity : 5.1.5.1

Volumetric locking : 17.4

Von Mises plasticity property : Plasticity. | Plasticity. | Plasticity. | B.5.6.1 | B.5.9.1

Von Mises yield stress : Plasticity. | Plasticity.

Von Mises plasticity : 2.1.5 | 5.1.1 | 17.1.2

reinforcement : 9.5.2

VPLVAL input : 5.3 | 5.3.1 | 5.3.2

Vulcanization : 12.5.1

W1 input : 9.7.1

Walraven aggregate interlock

crack dilatancy : 9.3.2.2

friction : 9.3.4

Walraven two-phase model : 9.3.2.2 | 21.2.4

Walraven's 2 phase model property : Crack

Walraven&Reinhardt interlck property : Crack

Weight load : 9.6.2

Weighting coefficient : B.5.9.1 | B.5.9.1

Woehler property : B.8

Wöhler diagram : 9.8 | 9.8 | 9.8

Work hardening diagram property : Hardening. | B.5.1.4.1 | B.5.6.2 | B.5.9.2

Work hardening in tensile property : Hardening/softening. | Hardening/softening.

WORK input

concrete plasticity : 5.1.3

reinforcement plasticity : 9.5.2

Tresca plasticity : 5.1.1

Von Mises plasticity : 5.1.1

Work Nadai hardening property : Hardening. | B.5.1.4.1 | B.5.6.2

Work Voce hardening property : Hardening. | B.5.1.4.1 | B.5.6.2

Wrinkling : 2.1.8

material : Plane

Wu and Bazant model property : Crack

XAXIS input

layered shell elements : Orthotropic

XL input : 9.7.3

Yield compr. stress in x-dirn : B.5.4.2

Yield compr. stress in y-dirn : B.5.4.2

Yield compr. stress in z-dirn : B.5.4.2

Yield condition : Assumptions.

YIELD input : 5.

anisotropic plasticity : 5.2.3

clay : 5.1.4.1

concrete plasticity : 5.1.3 | 5.1.3 | 5.1.3 | 5.1.3 | 5.1.3.1 | 5.1.3.1 | 5.1.3.1

Drucker-Prager plasticity : 5.1.2 | 5.1.2.2

Hoek-Brown rock plasticity : 5.1.6

Modified Mohr-Coulomb plasticity : 5.1.5

Mohr-Coulomb plasticity : 5.1.2 | 5.1.2.2 | 5.1.2.3

orthotropic plasticity : 5.2.1 | 5.2.2

reinforcement plasticity : 9.5.2 | 9.5.3 | 17.1.10

Tresca plasticity : 5.1.1

Von Mises plasticity : 5.1.1

Yield shear stress xy : B.5.3.1 | B.5.4.1 | B.5.4.2

Yield shear stress yz : B.5.3.1 | B.5.4.1 | B.5.4.2

Yield shear stress zx : B.5.3.1 | B.5.4.1 | B.5.4.2

Yield stress : B.1.2.1 | B.1.2.1 | B.1.3.1 | Plasticity. | Plasticity. | Plasticity. | Plasticity. | Plasticity. | Plasticity. | B.5.6.1 | B.5.6.1 | B.5.9.1

Yield stress at 45 degrees : B.5.3.1 | B.5.4.1 | B.5.4.2

Yield stress in x-direction : B.5.3.1 | B.5.4.1

Yield stress in y-direction : B.5.3.1 | B.5.4.1

Yield stress in z-direction : B.5.3.1 | B.5.4.1

Yield stress-45deg off-axis property : B.5.3.1 | B.5.4.1 | B.5.4.2

Yield stress-princip anisot property : B.5.3.1 | B.5.4.1 | B.5.4.2

Yield tensile stress x-dirn : B.5.4.2

Yield tensile stress y-dirn : B.5.4.2

Yield tensile stress z-dirn : B.5.4.2

Yielding, metal : 2.1.5

YLDOPT input : 5.2.1 | 5.2.2

YLDSIG input : 5.2.1 | 5.2.2

YLDVAL input

anisotropic plasticity : 5.2.3

clay : 5.1.4.1 | 5.1.4.3

concrete plasticity : 5.1.3 | 5.1.3 | 5.1.3 | 5.1.3

Drucker-Prager plasticity : 5.1.2

gradient characteristic : 5.1.2.3

Hoek-Brown rock plasticity : 5.1.6

Mohr-Coulomb plasticity : 5.1.2

reinforcement plasticity : 9.5.2 | 9.5.3

Tresca plasticity : 5.1.1

Von Mises plasticity : 5.1.1

YNGGRD input : Position

YOUHAR input : 7.1.2.1

American Code : 7.1.2.2

European Code : 7.1.2.2

Japanese Code : 7.1.2.2 | 7.1.2.2

YOUN28 input

concrete creep : 7.4.2.1 | 7.4.2.2 | 7.4.2.3 | 7.4.2.4

young hardening concrete : 7.1.2.2 | 7.1.2.2 | 7.1.2.2

YOUN91 input : 7.1.2.2

YOUNG input

cross-section analysis : 4.1.1.1

gradient characteristic : Position

Jardine : 4.2.1.3

Kelvin Chain viscoelasticity : 7.3 | 7.3

linear elasticity : 4.1.1

Maekawa model : 9.4.2

Maxwell Chain viscoelasticity : 7.2 | 7.2

modified elasticity : 4.3

Modified Mohr-Coulomb plasticity : 5.1.5.1

orthotropic elasticity : 4.1.2

reinforcement : 9.5.1

Total Strain cracking : 6.2.1.2

Young's modulus : B.1.1.1 | B.1.1.2 | B.1.2.1 | B.1.2.1 | B.1.3.1 | B.2.1 | B.2.3 | B.13 | B.13

concentration dependent : 4.1.3.1

isotropic : 4.1.1

linear elasticity : 4.1

maturity dependent : 4.1.3.1

orthotropic : 4.1.2

position dependent : Position

reinforcement : 9.5.1

temperature dependent : 4.1.3.1 | 9.5.1.1

user-supplied subroutine : 11.1.1

Young's modulus at 28 days : B.1.1.1 | B.1.1.2 | B.6.2.3 | B.6.2.3

Young's modulus x-direction : B.2.2

Young's modulus y-direction : B.2.2

Young's modulus z-direction : B.2.2

YOUNG0 input : 7.1.2.1

Zero shear stiffn.aft crack property : Discrete

Zone in beam element

dynamic analysis : 3.2