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Optimize Reinforcement
Selects optimum reinforcement for shells according to the approach proposed by Marti (see Marti, P., Dimensioning and detailing, in IABSE Colloquium Report, Vol 62, Stuttgart, Germany, 1991, pp. 411-443).
Inputs
| Name | ID | Description | Type |
|---|---|---|---|
| Model | Model | Model for which to optimize the reinforcement. | Model |
| Elem Identifiers | ElemIds | List of identifiers of single elements that take part in cross section design. By default the whole structure is included. | Generic Data |
| Group Identifiers | GroupIds | List of identifiers of groups of elements that take part in cross section design and shall have uniform cross section. You can use the names of element sets and regular expressions for defining groups. | Text |
| Maximum utilization | MaxUtil | Target value of the element utilization. '1.0' means full utilization. | Number |
| gammaMc | gammaMc | Material safety factor for the compressive concrete strength. | Number |
| gammaMs | gammaMs | Material safety factor for the reinforcement steel. | Number |
Outputs
| Name | ID | Description | Type |
|---|---|---|---|
| Model with optimized reinforcement | Model | Model with optimized reinforcement | Model |
| Info | Info | Information regarding the reinforcement design process | Text |
| Mass [kg] | Mass | Mass of reinforcement in [kg] | Number |
| Maximum displacement [cm] | Disp | Maximum displacement [cm] of each load-case of the model at end-points and mid-points of elements | Number |
| Elastic Energy Change [kNm] | DEnergy | Change of the internal elastic energy [kNm] of each load-cases of the model computed as the scalar product of external nodal loads and nodal displacements. | Number |
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