入力 URI
|
{base url} + db/NLCT |
|---|
メソッド
|
POST, GET, PUT, DELETE |
|---|
JSON スキーマ
詳細
"NLCT": {
"$schema": "http://json-schema.org/draft-07/schema#",
"type": "object",
"properties": {
"NONLINEAR_TYPE": {
"description": "NonlinearType",
"type": "string"
},
"ITERATION_METHOD": {
"description": "IterationMethod",
"type": "string"
},
"NUMBER_STEPS": {
"description": "NumberofLoad/DisplacementSteps",
"type": "integer"
},
"MAX_ITERATIONS": {
"description": "MaximumNumberofIterations/LoadStep",
"type": "integer"
},
"INITIAL_FORCE_RATIO_ARC_LEN": {
"description": "InitialForceRatioforUnitArc-Length",
"type": "number"
},
"MASTER_NODE": {
"description": "MasterNode",
"type": "integer"
},
"DIRECTION": {
"description": "Direction",
"type": "integer"
},
"MAXIMUM_DISPLACEMENT": {
"description": "MaximumDisplacement",
"type": "number"
},
"OPT_ENERGY_NORM": {
"description": "EnergyNormBoolean",
"type": "boolean"
},
"ENERGY_NORM": {
"description": "EnergyNorm",
"type": "number"
},
"OPT_DISPLACEMENT_NORM": {
"description": "DisplacementNormBoolean",
"type": "boolean"
},
"DISPLACEMENT_NORM": {
"description": "DisplacementNorm",
"type": "number"
},
"OPT_FORCE_NORM": {
"description": "ForceNormBoolean",
"type": "boolean"
},
"FORCE_NORM": {
"description": "ForceNorm",
"type": "number"
},
"NEWTON_ITEMS": {
"description": "NewtonItems",
"type": "array",
"items": {
"type": "object",
"properties": {
"ITERATION_METHOD": {
"description": "IterationMethod",
"type": "string"
},
"LCNAME": {
"description": "LoadCaseName",
"type": "string"
},
"NUMBER_STEPS": {
"description": "NumberofDisplacementSteps",
"type": "number"
},
"MAX_ITERATIONS": {
"description": "MaximimNumberofIterations/IncrementStep",
"type": "integer"
},
"LOAD_FACTORS": {
"description": "MasterNodeDisplacementList",
"type": "array",
"items": {
"type": "number"
}
}
}
}
},
"ARCLEN_ITEMS": {
"description": "ArclenItems",
"type": "array",
"items": {
"type": "object",
"properties": {
"ITERATION_METHOD": {
"description": "IterationMethod",
"type": "string"
},
"LCNAME": {
"description": "LoadCaseName",
"type": "string"
},
"INITIAL_FORCE_RATIO_ARC_LEN": {
"description": "InitialForceRatioforUnitArc-Length",
"type": "number"
},
"NUMBER_STEPS": {
"description": "NumberofDisplacementSteps",
"type": "number"
},
"MAX_ITERATIONS": {
"description": "MaximimNumberofIterations/IncrementStep",
"type": "integer"
},
"MAXIMUM_DISPLACEMENT": {
"description": "MaximumDisplacement",
"type": "number"
}
}
}
},
"DISPCT_ITEMS": {
"description": "DispctItems",
"type": "array",
"items": {
"type": "object",
"properties": {
"ITERATION_METHOD": {
"description": "IterationMethod",
"type": "string"
},
"LCNAME": {
"description": "LoadCaseName",
"type": "string"
},
"NUMBER_STEPS": {
"description": "NumberofDisplacementSteps",
"type": "number"
},
"MAX_ITERATIONS": {
"description": "MaximimNumberofIterations/IncrementStep",
"type": "integer"
},
"MASTER_NODE": {
"description": "MasterNode",
"type": "integer"
},
"DIRECTION": {
"description": "Direction",
"type": "integer"
},
"MAXIMUM_DISPLACEMENT": {
"description": "MaximumDisplacement",
"type": "number"
},
"LOAD_FACTORS": {
"description": "MasterNodeDisplacementList",
"type": "array",
"items": {
"type": "number"
}
}
}
}
}
}
}
}
例
繰り返し方法 : ニュートンラプソン法
"Assign": {
"1": {
"NONLINEAR_TYPE": "GEOM+MATL",
"ITERATION_METHOD": "NEWTON",
"NUMBER_STEPS": 1,
"MAX_ITERATIONS": 30,
"OPT_ENERGY_NORM": true,
"ENERGY_NORM": 0.001,
"OPT_DISPLACEMENT_NORM": true,
"DISPLACEMENT_NORM": 0.001,
"OPT_FORCE_NORM": true,
"FORCE_NORM": 0.001,
"NEWTON_ITEMS": [
{
"ITERATION_METHOD": "NEWTON",
"LCNAME": "A",
"NUMBER_STEPS": 1,
"MAX_ITERATIONS": 30,
"LOAD_FACTORS": [
1
]
}
],
"DISPCT_ITEMS": [
{
"ITERATION_METHOD": "DISP",
"LCNAME": "B",
"NUMBER_STEPS": 1,
"MAX_ITERATIONS": 10,
"MASTER_NODE": 1,
"DIRECTION": 0,
"MAXIMUM_DISPLACEMENT": 0.1,
"LOAD_FACTORS": [
1
]
}
]
}
}
}
繰り返し方法 : 弧長増分法
"Assign": {
"1": {
"NONLINEAR_TYPE": "GEOM+MATL",
"ITERATION_METHOD": "ARC",
"NUMBER_STEPS": 100,
"MAX_ITERATIONS": 10,
"INITIAL_FORCE_RATIO_ARC_LEN": 5,
"MAXIMUM_DISPLACEMENT": 0,
"OPT_ENERGY_NORM": true,
"ENERGY_NORM": 0.001,
"OPT_DISPLACEMENT_NORM": true,
"DISPLACEMENT_NORM": 0.001,
"OPT_FORCE_NORM": true,
"FORCE_NORM": 0.001,
"ARCLEN_ITEMS": [
{
"ITERATION_METHOD": "ARC",
"LCNAME": "A",
"INITIAL_FORCE_RATIO_ARC_LEN": 5,
"NUMBER_STEPS": 100,
"MAX_ITERATIONS": 10,
"MAXIMUM_DISPLACEMENT": 1
}
]
}
}
}
繰り返し方法 : 変位制御法
"Assign": {
"1": {
"NONLINEAR_TYPE": "GEOM+MATL",
"ITERATION_METHOD": "DISP",
"NUMBER_STEPS": 1,
"MAX_ITERATIONS": 10,
"MASTER_NODE": 1,
"DIRECTION": 0,
"MAXIMUM_DISPLACEMENT": 0.1,
"OPT_ENERGY_NORM": true,
"ENERGY_NORM": 0.001,
"OPT_DISPLACEMENT_NORM": true,
"DISPLACEMENT_NORM": 0.001,
"OPT_FORCE_NORM": true,
"FORCE_NORM": 0.001,
"NEWTON_ITEMS": [
{
"ITERATION_METHOD": "NEWTON",
"LCNAME": "A",
"NUMBER_STEPS": 1,
"MAX_ITERATIONS": 30,
"LOAD_FACTORS": [
1
]
}
],
"DISPCT_ITEMS": [
{
"ITERATION_METHOD": "DISP",
"LCNAME": "B",
"NUMBER_STEPS": 1,
"MAX_ITERATIONS": 10,
"MASTER_NODE": 1,
"DIRECTION": 0,
"MAXIMUM_DISPLACEMENT": 0.1,
"LOAD_FACTORS": [
1
]
}
]
}
}
}
仕様
| No. | 説明 | Key | データ型 | Default | 必須 | |
|---|---|---|---|---|---|---|
|
1 |
Nonlinear Type • Geometry Nonlinear: "GEOM" • Material Nonlinear: "MATL" • Geometry/Material Nonlinear: "GEOM+MATL" |
"NONLINEAR_TYPE" |
String |
"GEOM" |
ｵﾌﾟｼｮﾝ |
|
|
2 |
Iteration Method • Newton-Raphson: "NEWTON" • Arc-Length: "ARC" • Displacement-Control: "DISP" |
"ITERATION_METHOD" |
String |
"NEWTON" |
ｵﾌﾟｼｮﾝ |
|
|
3 |
Energy Norm • Active/Inactive |
"OPT_ENERGY_NORM" |
Boolean |
false |
ｵﾌﾟｼｮﾝ | |
|
4 |
Energy Norm |
"ENERGY_NORM" |
Number |
- |
必須 |
|
|
5 |
Displacement Norm • Active/Inactive |
"OPT_DISPLACEMENT_NORM" |
Boolean |
false |
ｵﾌﾟｼｮﾝ |
|
|
6 |
Displacement Norm |
"DISPLACEMENT_NORM" |
Number |
- |
必須 |
|
|
7 |
Force Norm • Active/Inactive |
"OPT_FORCE_NORM" |
Boolean |
false |
ｵﾌﾟｼｮﾝ |
|
|
8 |
Force Norm |
"FORCE_NORM" |
Number |
- |
必須 |
|
|
繰り返し方法: ニュートンラプソン法 |
||||||
|
9 |
Number of Load Steps |
"NUMBER_STEPS" |
Integer |
- |
必須 |
|
|
10 |
Maximum Number of Iterations/Load Step |
"MAX_ITERATIONS" |
Integer |
- |
必須 |
|
|
11 |
Load Case Specific Nonlinear Analysis Control Data - Newton-Raphson • Insert the data as an object |
"NEWTON_ITEMS" |
Array |
- |
必須 |
|
|
(1) |
Iteration Method • Newton-Raphson: "NEWTON" |
"ITERATION_METHOD" |
String |
"NEWTON" |
ｵﾌﾟｼｮﾝ | |
|
(2) |
Load Case Name |
"LCNAME" |
String |
- |
必須 |
|
|
(3) |
Number of Load Steps |
"NUMBER_STEPS" |
Number |
- |
必須 |
|
|
(4) |
Maximum Number of Iterations/Load Step |
"MAX_ITERATIONS" |
Integer |
- |
必須 |
|
|
(5) |
Load Factor • Index: Step |
"LOAD_FACTORS" |
Array |
1 |
ｵﾌﾟｼｮﾝ |
|
|
12 |
Load Case Specific Nonlinear Analysis Control Data - Displacement-Control • Insert the data as an object |
"DISPCT_ITEMS" |
Array |
- |
必須 |
|
|
(1) |
Iteration Method • Newton-Raphson: "DISP" |
"ITERATION_METHOD" |
String |
"DISP" |
ｵﾌﾟｼｮﾝ |
|
|
(2) |
Load Case Name |
"LCNAME" |
String |
- |
必須 |
|
|
(3) |
Number of Displacement Steps |
"NUMBER_STEPS" |
Integer |
- |
必須 |
|
|
(4) |
Maximum Number of Iterations/Load Step |
"MAX_ITERATIONS" |
Number |
- |
必須 |
|
|
(5) |
Master Node ID Number |
"MASTER_NODE" |
Integer |
- |
必須 |
|
|
(6) |
Direction • Dx: 0 • Dy: 1 • Dz: 2 |
"DIRECTION" |
Integer |
0 |
ｵﾌﾟｼｮﾝ |
|
|
(7) |
Maximum Displacement |
"MAXIMUM_DISPLACEMENT" |
Number |
- |
必須 |
|
|
(8) |
Master Node Displacement • Index: Step |
"LOAD_FACTORS" |
Array |
1 |
ｵﾌﾟｼｮﾝ |
|
|
繰り返し方法: 弧長増分法 |
||||||
|
9 |
Number of Load Steps |
"NUMBER_STEPS" |
Integer |
- |
必須 |
|
|
10 |
Maximum Number of Iterations/Load Step |
"MAX_ITERATIONS" |
Integer |
- |
必須 |
|
|
11 |
Initial Force Ratio for Unit Arc-Length |
"INITIAL_FORCE_RATIO_ARC_LEN" |
Integer |
- |
必須 |
|
|
12 |
Maximum Displacement Boundary |
"MAXIMUM_DISPLACEMENT" |
Number |
0 |
ｵﾌﾟｼｮﾝ |
|
|
13 |
Load Case Specific Nonlinear Analysis Control Data - Arc-Length • Insert the data as an object |
"ARCLEN_ITEMS" |
Array |
- |
必須 |
|
|
(1) |
Iteration Method • Arc-Length: "ARC" |
"ITERATION_METHOD" |
String |
"ARC" |
ｵﾌﾟｼｮﾝ |
|
|
(2) |
Load Case Name |
"LCNAME" |
String |
- |
必須 |
|
|
(3) |
Number of Load Steps |
"NUMBER_STEPS" |
Number |
- |
必須 |
|
|
(4) |
Maximum Number of Iterations/Load Step |
"MAX_ITERATIONS" |
Integer |
- |
必須 |
|
|
(5) |
Initial Force Ratio for Unit Arc-Length |
"INITIAL_FORCE_RATIO_ARC_LEN" |
Number |
0 |
ｵﾌﾟｼｮﾝ |
|
|
(6) |
Maximum Displacement Boundary |
"MAXIMUM_DISPLACEMENT" |
Number |
0 |
ｵﾌﾟｼｮﾝ |
|
|
繰り返し方法: 変位制御法 |
||||||
|
9 |
Number of Load Steps |
"NUMBER_STEPS" |
Integer |
- |
必須 |
|
|
10 |
Maximum Number of Iterations/Load Step |
"MAX_ITERATIONS" |
Integer |
- |
必須 |
|
|
11 |
Master Node ID Number |
"MASTER_NODE" |
Integer |
- |
必須 |
|
|
12 |
Direction • Dx: 0 • Dy: 1 • Dz: 2 |
"DIRECTION" |
Integer |
0 |
ｵﾌﾟｼｮﾝ | |
|
13 |
Maximum Displacement |
"MAXIMUM_DISPLACEMENT" |
Number |
- |
必須 |
|
|
14 |
Load Case Specific Nonlinear Analysis Control Data - Newton-Raphson • Insert the data as an object |
"NEWTON_ITEMS" |
Array |
- |
必須 |
|
|
(1) |
Iteration Method • Newton-Raphson: "NEWTON" |
"ITERATION_METHOD" |
String |
"NEWTON" |
ｵﾌﾟｼｮﾝ |
|
|
(2) |
Load Case Name |
"LCNAME" |
String |
- |
必須 |
|
|
(3) |
Number of Load Steps |
"NUMBER_STEPS" |
Number |
- |
必須 |
|
|
(4) |
Maximum Number of Iterations/Load Step |
"MAX_ITERATIONS" |
Integer |
- |
必須 |
|
|
(5) |
Load Factor • Index: Step |
"LOAD_FACTORS" |
Array |
1 |
ｵﾌﾟｼｮﾝ |
|
|
15 |
Load Case Specific Nonlinear Analysis Control Data - Displacement-Control • Insert the data as an object |
"DISPCT_ITEMS" |
Array |
- |
必須 |
|
|
(1) |
Iteration Method • Newton-Raphson: "DISP" |
"ITERATION_METHOD" |
String |
"DISP" |
ｵﾌﾟｼｮﾝ |
|
|
(2) |
Load Case Name |
"LCNAME" |
String |
- |
必須 |
|
|
(3) |
Number of Displacement Steps |
"NUMBER_STEPS" |
Integer |
- |
必須 |
|
|
(4) |
Maximum Number of Iterations/Load Step |
"MAX_ITERATIONS" |
Number |
- |
必須 |
|
|
(5) |
Master Node ID Number |
"MASTER_NODE" |
Integer |
- |
必須 |
|
|
(6) |
Direction • Dx: 0 • Dy: 1 • Dz: 2 |
"DIRECTION" |
Integer |
0 |
ｵﾌﾟｼｮﾝ |
|
|
(7) |
Maximum Displacement |
"MAXIMUM_DISPLACEMENT" |
Number |
- |
必須 |
|
|
(8) |
Master Node Displacement • Index: Step |
"LOAD_FACTORS" |
Array |
1 |
ｵﾌﾟｼｮﾝ |
|