叉桩桩帽三维应力分析

Three-dimension Stress Analysis of the Inclined Pile Cappings

本文应用三维有限元法分析了承受恒载与最大水平活荷载和恒载与最大垂直活荷载作用下的钢筋混凝土高桩码头叉桩桩帽的应力分布。提出了空间结构与平面结构之间的差别。

In this paper, the three-dimension FEM is used to analyse the stress distribution of the reinforced concrete inclined pile eappings at a High-level Wharf under the action of the dead load with the maximum vertieall live load and the dead load with the maximum horizontal live load. The difference between three-dimension structure and two-dimenson structure is proposed for designers.