高墩大跨径弯连续刚构桥梁空间非线性稳定分析

在高墩大跨弯连续刚构桥梁的设计与施工中,结构稳定性非常重要。本文分别考虑结构的几何非线性和材料非线性力学特征,对高墩大跨弯连续刚构桥梁的结构稳定性进行详细的数值分析,并与线弹性的计算结果进行对比。结果表明:弯连续刚构桥梁的稳定问题已经转化为考虑结构材料屈服强度的极限承载力问题,同时几何非线性对稳定的影响亦不能忽略。

Three Dimension Stability and Non-linear Analysis of Long Span Curve Continuous Rigid Frame Bridge with High Pier

The stability is very important for the design and construction of long span curve continuous rigid frame bridge with high pier. Based on the geometric nonlinear and material nonlinear of structure, the three dimension stability analysis of long span curve continuous rigid frame is performed on the base of the numerical analysis, and comparison of the linear and the non-linear is also done. The analysis results show that the stability of long span curve continuous rigid frame is actually the ultimate load carry capacity considering the yield strength of material and the effect of the geometric nonlinear effect to structure can not be ignored.