首页 | 本学科首页   官方微博 | 高级检索  
     

特大跨连续刚构桥钢混接头有限元分析
引用本文:廉瑞强.特大跨连续刚构桥钢混接头有限元分析[J].山西建筑,2012,38(9):187-188.
作者姓名:廉瑞强
作者单位:重庆大学,重庆,400045
摘    要:以重庆长江大桥复线桥为工程实例,利用有限元软件ANSYS建立钢—混凝土接头的局部三维有限元模型,对接头各部件的应力分布情况进行了分析,进而进行接头部位的受力机理研究,以优化接头受力性能,达到最佳受力效果。

关 键 词:钢—混凝土接头  三维有限元模型  PBL剪力键

On analysis of steel-concrete transition section at supper-large span continuous steel bridge
LIAN Rui-qiang.On analysis of steel-concrete transition section at supper-large span continuous steel bridge[J].Shanxi Architecture,2012,38(9):187-188.
Authors:LIAN Rui-qiang
Affiliation:LIAN Rui-qiang
Abstract:Taking the double-line bridge of Changjiang Bridge at Chongqing as the example,the paper adopts the finite element software ANSYS,to establish the partial three-dimension finite element model of the steel-concrete transition section,analyzes the stress distribution of all parts of the connection,undertakes the stress mechanism research on the connection parts,so as to achieve the optimized stress effect by improving the connector’s stress performance.
Keywords:steel-concrete transition section  three-dimension finite element model  PBL shear connector
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号