Analysis on mechanical properties of I-girder with 2000 corrugated steel webs

被引：0
|
作者：
Li, Shuqin [1 ]
Li, Yuelu [1 ]
Yang, Zhengyu [1 ]
Chen, Jia [2 ]
机构：
[1] Hefei Univ Technol, Sch Automot & Traff Engn, Hefei 230009, Anhui, Peoples R China
[2] Zhejiang Tunnel Bridge China Corrugated Steel Web, Hangzhou 311200, Zhejiang, Peoples R China
来源：
2019 INTERNATIONAL CONFERENCE ON ADVANCES IN CIVIL ENGINEERING, ENERGY RESOURCES AND ENVIRONMENT ENGINEERING | 2019年 / 330卷
关键词：
BEHAVIOR;
D O I：
10.1088/1755-1315/330/2/022038
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In order to meet the needs of the construction of larger span bridges in engineering, the large-sized corrugated steel web with 2000 corrugated steel webs were studied. The numerical model of I-girder with 2000 corrugated steel webs is established by finite element software. The effects of bending angle, web thickness and web height on deflection and shear buckling on the basis of this are studied. The research conclusions can provide reference for the design calculation and engineering use of I-girder with corrugated steel webs in the future.
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页数：8
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