沿海某带悬臂的衡重式挡墙结构有限元分析

Finite Element Analysis of A Balance-weight Retaining Wall Structure with Cantilever along the Coast

挡墙结构符合平面应变分析的特点,采用常规计算方法难以综合考虑各种荷载的组合作用。文章采用有限元分析法,依托沿海某深水泊位码头带悬臂的衡重式挡墙结构工程,充分考虑结构模型、边界条件、荷载工况的复杂性,对其进行平面应变分析,为今后类似工程设计提供参考。

The retaining wall structure conforms to the characteristics of plane strain analysis,and it is difficult to comprehensively consider the combined action of various loads by conventional calculation methods.By adopting the finite element analysis method,relying on the balance-weight retaining wall structure engineering with the cantilever in a deep-water berth dock in the coastal area,and fully considering the complexity of structural model,boundary conditions and load conditions,this article analyzes its plane strain,thereby providing the reference for the design of similar projects in the future.