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Shear behavior of steel I-girder with stiffened corrugated web, Part I: Experimental study

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成果类型:
期刊论文
作者:
Wang, Sihao;He, Jun;Liu, Yuqing*
通讯作者:
Liu, Yuqing
作者机构:
[Liu, Yuqing; Wang, Sihao] Tongji Univ, Dept Bridge Engn, Shanghai, Peoples R China.
[He, Jun] Changsha Univ Sci & Technol, Sch Civil Engn, Changsha, Hunan, Peoples R China.
通讯机构:
[Liu, Yuqing] T
Tongji Univ, Dept Bridge Engn, Shanghai, Peoples R China.
语种:
英文
关键词:
Composite bridge;Stiffened corrugated steel web;Shear bucking failure;Shear capacity;Shear stiffness;Strain distribution
期刊:
Thin-Walled Structures
ISSN:
0263-8231
年:
2019
卷:
140
页码:
248-262
基金类别:
National Natural Science Foundation of ChinaNational Natural Science Foundation of China (NSFC) [51308070]; Transportation Science and Technology Project of Sichuan Province [110109039]
机构署名:
本校为其他机构
院系归属:
土木工程学院
摘要:
The shear stability of steel webs near the support section for long-span composite girders with corrugated steel webs is one of the main control factors for structural safety, which should be paid special attention to. Generally, concrete is poured on the inner side of corrugated steel webs to improve its shear stability, but encased concrete increases the weight of the girder, raises the difficulty of the construction process, and reduces the efficiency of the prestressing application. This paper proposes a new type of stiffened corrugated ste...

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