Input URI
|
{base url} + db/EPMT |
|---|
Active Methods
|
POST, GET, PUT, DELETE |
|---|
JSON Schema
Details
"EPMT": {
"$schema": "http://json-schema.org/draft-07/schema#",
"type": "object",
"properties": {
"NAME": {
"description": "Name",
"type": "string"
},
"MODEL_TYPE": {
"description": "ModelType",
"type": "string"
},
"TRESCA": {
"description": "Tresca",
"type": "object",
"properties": {
"INIT_YIELD_STRESS": {
"description": "InitialUnaxialYieldStress",
"type": "number"
},
"OPT_HARDENING": {
"description": "HardeningBoolean",
"type": "number"
},
"HARDENING_TYPE": {
"description": "HardeningType",
"type": "string"
},
"BACK_STRESS_COEF": {
"description": "BackStressCoefficient",
"type": "number"
},
"HARDENING_COEF": {
"description": "HardeningCoefficient",
"type": "number"
}
}
},
"VMISES": {
"description": "VonMises",
"type": "object",
"properties": {
"INIT_YIELD_STRESS": {
"description": "InitialUnaxialYieldStress",
"type": "number"
},
"OPT_HARDENING": {
"description": "HardeningBoolean",
"type": "number"
},
"HARDENING_TYPE": {
"description": "HardeningType",
"type": "string"
},
"BACK_STRESS_COEF": {
"description": "BackStressCoefficient",
"type": "number"
},
"HARDENING_COEF": {
"description": "HardeningCoefficient",
"type": "number"
}
}
},
"MOHRCL": {
"description": "Mohr-Coulomb",
"type": "object",
"properties": {
"INIT_COHESION": {
"description": "InitialCohesion",
"type": "number"
},
"INIT_FRIC_ANGLE": {
"description": "InitialFrictionAngle",
"type": "number"
},
"OPT_HARDENING": {
"description": "HardeningBoolean",
"type": "number"
},
"HARDENING_TYPE": {
"description": "HardeningType",
"type": "string"
},
"BACK_STRESS_COEF": {
"description": "BackStressCoefficient",
"type": "number"
},
"HARDENING_COEF": {
"description": "HardeningCoefficient",
"type": "number"
}
}
},
"DRUCKER": {
"description": "Drucker-Prager",
"type": "object",
"properties": {
"INIT_COHESION": {
"description": "InitialCohesion",
"type": "number"
},
"INIT_FRIC_ANGLE": {
"description": "InitialFrictionAngle",
"type": "number"
},
"OPT_HARDENING": {
"description": "HardeningBoolean",
"type": "number"
},
"HARDENING_TYPE": {
"description": "HardeningType",
"type": "string"
},
"BACK_STRESS_COEF": {
"description": "BackStressCoefficient",
"type": "number"
},
"HARDENING_COEF": {
"description": "HardeningCoefficient",
"type": "number"
}
}
},
"MICROPL": {
"description": "Drucker-Prager",
"type": "object",
"properties": {
"PARAM_K": {
"description": "PARAM_K",
"type": "array",
"items": {
"type": "number"
}
},
"PARAM_C": {
"description": "PARAM_C",
"type": "array",
"items": {
"type": "number"
}
},
"MU": {
"description": "Mu",
"type": "number"
}
}
},
"MASONRY": {
"description": "Mansonry",
"type": "object",
"properties": {
"BM": {
"description": "BrickMaterialProperties",
"type": "object",
"properties": {
"YOUNG_S_MODULUS": {
"description": "Young'sModulus",
"type": "number"
},
"POSSIONS_S_RATIO": {
"description": "Possion'sRatio",
"type": "number"
},
"COMP_STRENGTH": {
"description": "CompressionStrength",
"type": "number"
},
"TENSION_STRENGTH": {
"description": "TensionStrength",
"type": "number"
},
"SOFTENING_PARAMETER": {
"description": "SofteningParameter",
"type": "number"
},
"FRICTION_ANGLE": {
"description": "FRICTION_ANGLE",
"type": "number"
},
"V1": {
"description": "V1",
"type": "number"
},
"V2": {
"description": "V2",
"type": "number"
},
"V3": {
"description": "V3",
"type": "number"
},
"V4": {
"description": "V4",
"type": "number"
},
"V5": {
"description": "V5",
"type": "number"
},
"V6": {
"description": "V6",
"type": "number"
},
"V7": {
"description": "V7",
"type": "number"
}
}
},
"BED_JOINT": {
"description": "BedJointMaterialProperties",
"type": "object",
"properties": {
"YOUNG_S_MODULUS": {
"description": "Young'sModulus",
"type": "number"
},
"POSSIONS_S_RATIO": {
"description": "Possion'sRatio",
"type": "number"
},
"COMP_STRENGTH": {
"description": "CompressionStrength",
"type": "number"
},
"TENSION_STRENGTH": {
"description": "TensionStrength",
"type": "number"
},
"HARDENING_PARAM": {
"description": "HardeningParameter",
"type": "number"
},
"BOND_WRENCH_STRENGTH": {
"description": "BondWrenchStrength",
"type": "number"
}
}
},
"HEAD_JOINT": {
"description": "HeadJointMaterialProperties",
"type": "object",
"properties": {
"YOUNG_S_MODULUS": {
"description": "Young'sModulus",
"type": "number"
},
"POSSIONS_S_RATIO": {
"description": "Possion'sRatio",
"type": "number"
},
"COMP_STRENGTH": {
"description": "CompressionStrength",
"type": "number"
},
"TENSION_STRENGTH": {
"description": "TensionStrength",
"type": "number"
},
"HARDENING_PARAM": {
"description": "HardeningParameter",
"type": "number"
},
"BOND_WRENCH_STRENGTH": {
"description": "BondWrenchStrength",
"type": "number"
}
}
},
"GEOM": {
"description": "GeometricProperties",
"type": "object",
"properties": {
"BRICK_LENGTH": {
"description": "BrickLength",
"type": "number"
},
"BRICK_HEIGHT": {
"description": "BrickHeight",
"type": "number"
},
"THICKNESS_BED": {
"description": "ThicknessofBed",
"type": "number"
},
"THICKNESS_HEAD": {
"description": "ThicknessofHead",
"type": "number"
},
"COORD_TYPE": {
"description": "Vertical:HorizontalType",
"type": "integer"
},
"COORD_ANGLE": {
"description": "AnglefromGlobalX",
"type": "number"
}
}
}
}
},
"CONCDMG": {
"description": "Concrete-Damage",
"type": "object",
"properties": {
"DILIATION_ANGLE": {
"description": "DiliationAngle",
"type": "number"
},
"ECCEN": {
"description": "Eccentricity",
"type": "number"
},
"FBO_FCO": {
"description": "fbo/fco",
"type": "number"
},
"K": {
"description": "K",
"type": "number"
},
"VISCOSITY_PARAM": {
"description": "ViscosityParameter",
"type": "number"
},
"COMP_ITEMS": {
"description": "CompressiveBehaviorArray",
"type": "array",
"items": {
"type": "object",
"properties": {
"INELASTIC_STRAIN": {
"description": "InelasticStrain",
"type": "number"
},
"YIELD_STRESS": {
"description": "YieldStress",
"type": "number"
},
"DAMAGE": {
"description": "Damage",
"type": "number"
}
}
}
},
"TENSILE_ITEMS": {
"description": "TensileBehaviorArray",
"type": "array",
"items": {
"type": "object",
"properties": {
"INELASTIC_STRAIN": {
"description": "InelasticStrain",
"type": "number"
},
"YIELD_STRESS": {
"description": "YieldStress",
"type": "number"
},
"DAMAGE": {
"description": "Damage",
"type": "number"
}
}
}
}
}
}
}
}
}
Examples
Tresca
"Assign": {
"1": {
"NAME": "Tresca_None",
"MODEL_TYPE": "TR",
"TRESCA": {
"INIT_YIELD_STRESS": 30000,
"OPT_HARDENING": 0
}
},
"2": {
"NAME": "Tresca_Isotropic",
"MODEL_TYPE": "TR",
"TRESCA": {
"INIT_YIELD_STRESS": 30000,
"OPT_HARDENING": 1,
"HARDENING_TYPE": "ISO",
"HARDENING_COEF": 20000
}
},
"3": {
"NAME": "Tresca_Kinematic",
"MODEL_TYPE": "TR",
"TRESCA": {
"INIT_YIELD_STRESS": 30000,
"OPT_HARDENING": 1,
"HARDENING_TYPE": "KIN",
"HARDENING_COEF": 20000
}
},
"4": {
"NAME": "Tresca_Mixed",
"MODEL_TYPE": "TR",
"TRESCA": {
"INIT_YIELD_STRESS": 30000,
"OPT_HARDENING": 1,
"HARDENING_TYPE": "MIX",
"BACK_STRESS_COEF": 0.8,
"HARDENING_COEF": 20000
}
}
}
}
Von Mises
"Assign": {
"5": {
"NAME": "VonMises_None",
"MODEL_TYPE": "VM",
"VMISES": {
"INIT_YIELD_STRESS": 30000,
"OPT_HARDENING": 0
}
},
"6": {
"NAME": "VonMises_Isotropic",
"MODEL_TYPE": "VM",
"VMISES": {
"INIT_YIELD_STRESS": 30000,
"OPT_HARDENING": 1,
"HARDENING_TYPE": "ISO",
"HARDENING_COEF": 20000
}
},
"7": {
"NAME": "VonMises_Kinematic",
"MODEL_TYPE": "VM",
"VMISES": {
"INIT_YIELD_STRESS": 30000,
"OPT_HARDENING": 1,
"HARDENING_TYPE": "KIN",
"HARDENING_COEF": 20000
}
},
"8": {
"NAME": "VonMises_Mixed",
"MODEL_TYPE": "VM",
"VMISES": {
"INIT_YIELD_STRESS": 30000,
"OPT_HARDENING": 1,
"HARDENING_TYPE": "MIX",
"BACK_STRESS_COEF": 0.8,
"HARDENING_COEF": 20000
}
}
}
}
Mohr-Coulomb
"Assign": {
"9": {
"NAME": "Mohr-Col_None",
"MODEL_TYPE": "MC",
"MOHRCL": {
"INIT_COHESION": 30000,
"INIT_FRIC_ANGLE": 15,
"OPT_HARDENING": 0
}
},
"10": {
"NAME": "Mohr-Col_Isotropic",
"MODEL_TYPE": "MC",
"MOHRCL": {
"INIT_COHESION": 30000,
"INIT_FRIC_ANGLE": 15,
"OPT_HARDENING": 1,
"HARDENING_TYPE": "ISO",
"HARDENING_COEF": 20000
}
},
"11": {
"NAME": "Mohr-Col_Kinematic",
"MODEL_TYPE": "MC",
"MOHRCL": {
"INIT_COHESION": 30000,
"INIT_FRIC_ANGLE": 15,
"OPT_HARDENING": 1,
"HARDENING_TYPE": "KIN",
"HARDENING_COEF": 20000
}
},
"12": {
"NAME": "Mohr-Col_Mixed",
"MODEL_TYPE": "MC",
"MOHRCL": {
"INIT_COHESION": 30000,
"INIT_FRIC_ANGLE": 15,
"OPT_HARDENING": 1,
"HARDENING_TYPE": "MIX",
"BACK_STRESS_COEF": 0.75,
"HARDENING_COEF": 20000
}
}
}
}
Drucker-Prager
"Assign": {
"13": {
"NAME": "Drucker-P_None",
"MODEL_TYPE": "DP",
"DRUCKER": {
"INIT_COHESION": 30000,
"INIT_FRIC_ANGLE": 15,
"OPT_HARDENING": 0
}
},
"14": {
"NAME": "Drucker-P_Isotropic",
"MODEL_TYPE": "DP",
"DRUCKER": {
"INIT_COHESION": 30000,
"INIT_FRIC_ANGLE": 15,
"OPT_HARDENING": 1,
"HARDENING_TYPE": "ISO",
"HARDENING_COEF": 20000
}
},
"15": {
"NAME": "Drucker-P_Kinematic",
"MODEL_TYPE": "DP",
"DRUCKER": {
"INIT_COHESION": 30000,
"INIT_FRIC_ANGLE": 15,
"OPT_HARDENING": 1,
"HARDENING_TYPE": "KIN",
"HARDENING_COEF": 20000
}
},
"16": {
"NAME": "Drucker-P_Mixed",
"MODEL_TYPE": "DP",
"DRUCKER": {
"INIT_COHESION": 30000,
"INIT_FRIC_ANGLE": 15,
"OPT_HARDENING": 1,
"HARDENING_TYPE": "MIX",
"BACK_STRESS_COEF": 0.75,
"HARDENING_COEF": 20000
}
}
}
}
Masonry
"Assign": {
"17": {
"NAME": "Masonry_Lyx",
"MODEL_TYPE": "MA",
"MASONRY": {
"BM": {
"YOUNG_S_MODULUS": 22528000,
"POSSIONS_S_RATIO": 0.25,
"TENSION_STRENGTH": 1850,
"SOFTENING_PARAMETER": 1
},
"BED_JOINT": {
"YOUNG_S_MODULUS": 7400000,
"POSSIONS_S_RATIO": 0.3,
"TENSION_STRENGTH": 320,
"HARDENING_PARAM": 1
},
"HEAD_JOINT": {
"YOUNG_S_MODULUS": 7400000,
"POSSIONS_S_RATIO": 0.3,
"TENSION_STRENGTH": 1150,
"HARDENING_PARAM": 1
},
"GEOM": {
"BRICK_LENGTH": 0.212,
"BRICK_HEIGHT": 0.065,
"THICKNESS_BED": 0.01,
"THICKNESS_HEAD": 0.01,
"COORD_TYPE": 0,
"COORD_ANGLE": 0
}
}
},
"18": {
"NAME": "Masonry_Syx",
"MODEL_TYPE": "MA",
"MASONRY": {
"BM": {
"YOUNG_S_MODULUS": 22528000,
"POSSIONS_S_RATIO": 0.25,
"TENSION_STRENGTH": 1850,
"SOFTENING_PARAMETER": 1
},
"BED_JOINT": {
"YOUNG_S_MODULUS": 7400000,
"POSSIONS_S_RATIO": 0.3,
"TENSION_STRENGTH": 320,
"HARDENING_PARAM": 1
},
"HEAD_JOINT": {
"YOUNG_S_MODULUS": 7400000,
"POSSIONS_S_RATIO": 0.3,
"TENSION_STRENGTH": 1150,
"HARDENING_PARAM": 1
},
"GEOM": {
"BRICK_LENGTH": 0.212,
"BRICK_HEIGHT": 0.065,
"THICKNESS_BED": 0.01,
"THICKNESS_HEAD": 0.01,
"COORD_TYPE": -1,
"COORD_ANGLE": 0
}
}
},
"19": {
"NAME": "Masonry_Z",
"MODEL_TYPE": "MA",
"MASONRY": {
"BM": {
"YOUNG_S_MODULUS": 22528000,
"POSSIONS_S_RATIO": 0.25,
"TENSION_STRENGTH": 1850,
"SOFTENING_PARAMETER": 1
},
"BED_JOINT": {
"YOUNG_S_MODULUS": 7400000,
"POSSIONS_S_RATIO": 0.3,
"TENSION_STRENGTH": 320,
"HARDENING_PARAM": 1
},
"HEAD_JOINT": {
"YOUNG_S_MODULUS": 7400000,
"POSSIONS_S_RATIO": 0.3,
"TENSION_STRENGTH": 1150,
"HARDENING_PARAM": 1
},
"GEOM": {
"BRICK_LENGTH": 0.212,
"BRICK_HEIGHT": 0.065,
"THICKNESS_BED": 0.01,
"THICKNESS_HEAD": 0.01,
"COORD_TYPE": -4,
"COORD_ANGLE": 15
}
}
}
}
}
Concrete-Damage
"Assign": {
"20": {
"NAME": "Concrete-Damage",
"MODEL_TYPE": "DM",
"CONCDMG": {
"DILIATION_ANGLE": 10,
"ECCEN": 0,
"FBO_FCO": 1.1,
"K": 0.667,
"VISCOSITY_PARAM": 0,
"COMP_ITEMS": [
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 5850.54,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0.000673,
"YIELD_STRESS": 19501.8,
"DAMAGE": 0.266
},
{
"INELASTIC_STRAIN": 0.000993,
"YIELD_STRESS": 18806.8,
"DAMAGE": 0.342
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
}
],
"TENSILE_ITEMS": [
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 684.483,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 1e-05,
"YIELD_STRESS": 2278.28,
"DAMAGE": 0.048
},
{
"INELASTIC_STRAIN": 3.3e-05,
"YIELD_STRESS": 2133.89,
"DAMAGE": 0.148
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
},
{
"INELASTIC_STRAIN": 0,
"YIELD_STRESS": 0,
"DAMAGE": 0
}
]
}
}
}
}
Specifications
| No. | Description | Key | Value Type | Default | Required | |
|---|---|---|---|---|---|---|
|
1 |
Plastic Material Name |
"NAME" |
String |
- |
Required |
|
|
2 |
Model Type • Tresca: "TR" • Von-Mises: "VM" • Mohr-Coulomb: "MC" • Drucker: "DP" • Masonry: "MA" • Concrete Damage: "DM" |
"MODEL_TYPE" |
String |
- |
Required |
|
|
Tresca |
||||||
|
3 |
Tresca Model |
"TRESCA" |
Object |
- |
Required |
|
|
(1) |
Initial Uniaxial Yield Stress |
"INIT_YIELD_STRESS" |
Number |
- |
Required |
|
|
(2) |
Hardening Option • Activated: 0 • Inactivated: 1 |
"OPT_HARDENING" |
Number |
0 |
Optional |
|
|
When Hardening Option, "OPT_HARDENING" is 0 (Activated) |
||||||
|
(3) |
Hardening Type • Isotropic: "ISO" • Kinematic: "KIN" • Mixed: "MIX" |
"HARDENING_TYPE" |
String |
"ISO" |
Optional |
|
|
(4) |
Hardening Coefficient |
"HARDENING_COEF" |
Number |
- |
Required |
|
|
(5) |
Back Stress Coefficient • When Hardening Type is "MIX" |
"BACK_STRESS_COEF" |
Number |
- |
Required |
|
|
Von Mises |
||||||
|
3 |
Von Mises Model |
"VMISES" |
Object |
- |
Required |
|
|
(1) |
Initial Uniaxial Yield Stress |
"INIT_YIELD_STRESS" |
Number |
- |
Required |
|
|
(2) |
Hardening Option • Activated: 0 • Inactivated: 1 |
"OPT_HARDENING" |
Number |
0 |
Optional |
|
|
When Hardening Option, "OPT_HARDENING" is 0 (Activated) |
||||||
|
(3) |
Hardening Type • Isotropic: "ISO" • Kinematic: "KIN" • Mixed: "MIX" |
"HARDENING_TYPE" |
String |
"ISO" |
Optional |
|
|
(4) |
Hardening Coefficient |
"HARDENING_COEF" |
Number |
- |
Required |
|
|
(5) |
Back Stress Coefficient • When Hardening Type is "MIX" |
"BACK_STRESS_COEF" |
Number |
- |
Required |
|
|
Mohr-Coulomb |
||||||
|
3 |
Mohr-Coulomb Model |
"MOHRCL" |
Object |
- |
Required |
|
|
(1) |
Initial Cohesion |
"INIT_COHESION" |
Number |
- |
Required |
|
|
(2) |
Initial Friction Angle (deg) |
"INIT_FRIC_ANGLE" |
Number |
- |
Required |
|
|
(3) |
Hardening Option • Activated: 0 • Inactivated: 1 |
"OPT_HARDENING" |
Number |
0 |
Optional |
|
|
When Hardening Option, "OPT_HARDENING" is 0 (Activated) |
||||||
|
(4) |
Hardening Type • Isotropic: "ISO" • Kinematic: "KIN" • Mixed: "MIX" |
"HARDENING_TYPE" |
String |
"ISO" |
Optional |
|
|
(5) |
Hardening Coefficient |
"HARDENING_COEF" |
Number |
- |
Required |
|
|
(6) |
Back Stress Coefficient • When Hardening Type is "MIX" |
"BACK_STRESS_COEF" |
Number |
- |
Required |
|
|
Drucker-Prager |
||||||
|
3 |
Drucker-Prager Model |
"DRUCKER" |
Object |
- |
Required |
|
|
(1) |
Initial Cohesion |
"INIT_COHESION" |
Number |
- |
Required |
|
|
(2) |
Initial Friction Angle (deg) |
"INIT_FRIC_ANGLE" |
Number |
- |
Required |
|
|
(3) |
Hardening Option • Activated: 0 • Inactivated: 1 |
"OPT_HARDENING" |
Number |
0 |
Optional |
|
|
When Hardening Option, "OPT_HARDENING" is 0 (Activated) |
||||||
|
(4) |
Hardening Type • Isotropic: "ISO" • Kinematic: "KIN" • Mixed: "MIX" |
"HARDENING_TYPE" |
String |
"ISO" |
Optional |
|
|
(5) |
Hardening Coefficient |
"HARDENING_COEF" |
Number |
- |
Required |
|
|
(6) |
Back Stress Coefficient • When Hardening Type is "MIX" |
"BACK_STRESS_COEF" |
Number |
- |
Required |
|
|
Masonry |
||||||
|
3 |
Masonry Model |
"MASONRY" |
Object |
- |
Required |
|
|
(1) |
Brick Material |
"BM" |
Object |
- |
Required |
|
|
i. Young’s Modulus |
"YOUNG_S_MODULUS" |
Number |
- |
Required |
||
|
ii. Poisson’s Ratio |
"POSSIONS_S_RATIO" |
Number |
- |
Required |
||
|
iii. Tensile Strength |
"TENSION_STRENGTH" |
Number |
- |
Required |
||
|
iv. Stiffness Reduction Factor |
"SOFTENING_PARAMETER" |
Number |
- |
Required |
||
|
(2) |
Bed Joint Material |
"BED_JOINT" |
Object |
- |
Required |
|
|
i. Young’s Modulus |
"YOUNG_S_MODULUS" |
Number |
- |
Required |
||
|
ii. Poisson’s Ratio |
"POSSIONS_S_RATIO" |
Number |
- |
Required |
||
|
iii. Tensile Strength |
"TENSION_STRENGTH" |
Number |
- |
Required |
||
|
iv. Stiffness Reduction Factor |
"HARDENING_PARAM" |
Number |
- |
Required |
||
|
(3) |
Head Joint Material |
"HEAD_JOINT" |
Object |
- |
Required |
|
|
i. Young’s Modulus |
"YOUNG_S_MODULUS" |
Number |
- |
Required |
||
|
ii. Poisson’s Ratio |
"POSSIONS_S_RATIO" |
Number |
- |
Required |
||
|
iii. Tensile Strength |
"TENSION_STRENGTH" |
Number |
- |
Required |
||
|
iv. Stiffness Reduction Factor |
"HARDENING_PARAM" |
Number |
- |
Required |
||
|
(4) |
Geometry |
"GEOM" |
Object |
- |
Required |
|
|
i. Brick Length |
"BRICK_LENGTH" |
Number |
- |
Required |
||
|
ii. Brick Height |
"BRICK_HEIGHT" |
Number |
- |
Required |
||
|
iii. Thickness of Bed |
"THICKNESS_BED" |
Number |
- |
Required |
||
|
iv. Thickness of Head |
"THICKNESS_HEAD" |
Number |
- |
Required |
||
|
v. Material Coordinates System - Vertical/Horizontal • Global-Y/Global X: 0 • Local-y/Local-z: -1 • Global-Z/Angle: -4 |
"COORD_TYPE" |
Integer |
- |
Required |
||
|
vi. Angle from Global X • When Coordinates System is Global-Z: Angle |
"COORD_ANGLE" |
Number |
- |
Required |
||
|
Concrete-Damage |
||||||
|
3 |
Concrete-Damage Model |
"CONCDMG" |
Object |
- |
Required |
|
|
(1) |
Diliation Angle |
"DILIATION_ANGLE" |
Number |
- |
Required |
|
|
(2) |
Eccentricity |
"ECCEN" |
Number |
- |
Required |
|
|
(3) |
fbo/fco |
"FBO_FCO" |
Number |
- |
Required |
|
|
(4) |
K |
"K" |
Number |
- |
Required |
|
|
(5) |
Viscosity Parameter |
"VISCOSITY_PARAM" |
Number |
- |
Required |
|
|
(6) |
Compressive Behavior • Insert the data as an object |
"COMP_ITEMS" |
Array |
- |
Required |
|
|
i. Inelastic Strain |
"INELASTIC_STRAIN" |
Number |
- |
Required |
||
|
ii. Yield Stress |
"YIELD_STRESS" |
Number |
- |
Required |
||
|
iii. Damage |
"DAMAGE" |
Number |
- |
Required |
||
|
(7) |
Tensile Behavior • Insert the data as an object |
"TENSILE_ITEMS" |
Array |
- |
Required |
|
|
i. Inelastic Strain |
"INELASTIC_STRAIN" |
Number |
- |
Required |
||
|
ii. Yield Stress |
"YIELD_STRESS" |
Number |
- |
Required |
||
|
iii. Damage |
"DAMAGE" |
Number |
- |
Required |
||