利用Ansys实现拱轴系数m的优化设计

Optimum Design for Implementing Arch Axis Coefficient m by Using Ansys

拱桥模型采用板单元模拟实腹段的自重,在Ansys用Qpdl参数化建立拱桥模型。在此模型基础上,使用一阶方法对拱桥的拱轴系数进行优化。通过实例验证了优化程序的正确和高效。

For arch bridge model the dead weight of a slab unit simulation solid web sector is used to establish arch bridge model by Qpdl parameter optimization on Ansys. On this model basis the first step method is used for optimization of the arch axis coefficient of the arch bridge.