斜拉桥索梁锚固结构应力分析

On stress analysis of cable-girder anchorage structure of cable-stayed bridges

根据安庆长江大桥索梁锚固结构的静载模型试验,对锚箱在索力作用下的受力特征、传力途径、应力分布进行了细致分析并与有限元计算结果比较,得出了一些有益的结论。

According to the experiments on the static model for the cable-girder anchorage structure of Anqing Yangtze river Bridge, the paper has the detailed analysis of the stressed characteristics, the force transmission route, and the stress distribution of the anchor-box, and compares the result of the finite elementary calculation, and concludes some helpful conclusion.