欢迎来到天天文库
浏览记录
ID:37225900
大小:2.31 MB
页数:37页
时间:2019-05-19
《拱桥局部应力分析报告》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、目录1工程概况..............................................................................................................22分析方法..............................................................................................................42.1受力特点...............................
2、...............................................................................42.2分析方法..............................................................................................................42.3分析软件...................................................................
3、...........................................43计算模型..............................................................................................................43.1整体杆系分析模型..............................................................................................43.2局部实
4、体分析模型..............................................................................................43.3边界荷载..............................................................................................................53.4边界位移约束.............................................
5、.........................................................63.5工况组合..............................................................................................................64主要计算结果.........................................................................................
6、...........64.1主拱座主拉应力云图..............................................................................64.2主拱座主压应力云图................................................................................84.3主拉应力等值面图.................................................................
7、................94.4横向正应力图.........................................................................................94.5纵向正应力图.....................................................................................114.6预埋板及钢管范梅塞斯应力云图...........................................
8、...................125结论及建议.....................................................................
此文档下载收益归作者所有