入力 URI
|
{base url} + db/ACTL |
|---|
メソッド
|
POST, GET, PUT, DELETE |
|---|
JSON スキーマ
詳細
{
"ACTL": {
"$schema": "http://json-schema.org/draft-07/schema#",
"type": "object",
"properties": {
"ARDC": {
"description": "AutoConstraintRotation",
"type": "boolean"
},
"ANRC": {
"description": "AutoConstraintNormal",
"type": "boolean"
},
"ITER": {
"description": "Maximumnumberofiterations",
"type": "integer"
},
"TOL": {
"description": "Trusstolerance",
"type": "number"
},
"CSECF": {
"description": "ConsiderSecfBoolean",
"type": "boolean"
},
"TRS": {
"description": "TransferReacBoolean",
"type": "boolean"
},
"CRBAR": {
"description": "ConsiderRbarBoolean",
"type": "boolean"
},
"BMSTRESS": {
"description": "Calculateequivalentbeamstresses",
"type": "boolean"
},
"CLATS": {
"description": "ChangeLcAxOfTapSectBoolean",
"type": "boolean"
}
}
}
}
"ACTL": {
"$schema": "http://json-schema.org/draft-07/schema#",
"type": "object",
"properties": {
"ARDC": {
"description": "AutoConstraintRotation",
"type": "boolean"
},
"ANRC": {
"description": "AutoConstraintNormal",
"type": "boolean"
},
"ITER": {
"description": "Maximumnumberofiterations",
"type": "integer"
},
"TOL": {
"description": "Trusstolerance",
"type": "number"
},
"CSECF": {
"description": "ConsiderSecfBoolean",
"type": "boolean"
},
"TRS": {
"description": "TransferReacBoolean",
"type": "boolean"
},
"CRBAR": {
"description": "ConsiderRbarBoolean",
"type": "boolean"
},
"BMSTRESS": {
"description": "Calculateequivalentbeamstresses",
"type": "boolean"
},
"CLATS": {
"description": "ChangeLcAxOfTapSectBoolean",
"type": "boolean"
}
}
}
}
例
解析制御データ
{
"Assign": {
"1": {
"ARDC": true,
"ANRC": true,
"ITER": 20,
"TOL": 0.001,
"CSECF": false,
"TRS": true,
"CRBAR": false,
"BMSTRESS": false,
"CLATS": false
}
}
}
"Assign": {
"1": {
"ARDC": true,
"ANRC": true,
"ITER": 20,
"TOL": 0.001,
"CSECF": false,
"TRS": true,
"CRBAR": false,
"BMSTRESS": false,
"CLATS": false
}
}
}
仕様
| No. | 説明 | Key | データ型 | Default | 必須 |
|---|---|---|---|---|---|
|
1 |
Auto Rotational DOF Constraint for Truss / Plane Stress / Solid Elements |
"ARDC" |
Boolean |
false |
ｵﾌﾟｼｮﾝ |
|
2 |
Auto Normal Rotation Constraint for Plate Elements |
"ANRC" |
Boolean |
false |
ｵﾌﾟｼｮﾝ |
|
3 |
Consider Section Stiffness Scale Factor for Stress Calculation |
"CSECF" |
Boolean |
false |
ｵﾌﾟｼｮﾝ |
|
4 |
Transfer Reactions of Slave Node to the Master Node |
"TRS" |
Boolean |
false |
ｵﾌﾟｼｮﾝ |
|
5 |
Calculate Equivalent Beam Stresses (Von-Mises and Max-Shear) |
"BMSTRESS" |
Boolean |
false |
ｵﾌﾟｼｮﾝ |
|
6 |
Consider Reinforcement for Section Stiffness Calculation |
"CRBAR" |
Boolean |
false |
ｵﾌﾟｼｮﾝ |
|
7 |
Change Local Axis of Tapered Section for Force / Stress Calculation |
"CLATS" |
Boolean |
false |
ｵﾌﾟｼｮﾝ |
|
8 |
Number of Iterations / Load Case |
"ITER" |
Number |
- |
必須 |
|
9 |
Convergence Tolerance |
"TOL" |
Number |
- |
必須 |