Shear Behavior of Prestressed Concrete Box Girders with Corrugated Steel Webs: An Overview

被引：0
|
作者：
Li, Hongjiang [1 ]
机构：
[1] Minist Transport, Res Inst Highway, 8 Xitucheng Rd, Beijing 100088, Peoples R China
来源：
CICTP 2019: TRANSPORTATION IN CHINA-CONNECTING THE WORLD | 2019年
关键词：
PLATE GIRDERS; STRENGTH; BEAMS;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Prestressed concrete box girder with corrugated steel webs is a relatively new form of bridge superstructure, and the corrugated steel web has been long recognized as the most typical shear carrying member. To clarify the shear behavior of this type of box girder, theoretical analysis, and literature survey are conducted and the latest findings are reviewed, including shear buckling strength of corrugated steel web, shear transfer efficiency of the variable cross-section prestressed concrete box girder with corrugated steel webs, and non-uniformity in the shear stress distribution in different webs of the single-box multi-cell box girder with corrugated steel webs. Based on these findings, it is crucial to establish an effective and efficient shear design method with the aim of promoting the application and development of prestressed concrete box girders with corrugated steel webs in bridge engineering.
引用
收藏
页码：181 / 191
页数：11
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