Theoretical analysis of shearing capacity of U-section steel-encased concrete composite beams with the full connection design

被引：0
|
作者：
Zhou, Xuejun [1 ]
Zhang, Ting [1 ]
机构：
[1] Shan Dong Jianzhu Univ, Shandong Prov Key Lab Appraisal & Retrofitting Bl, Jinan, Shandong, Peoples R China
来源：
ADVANCES IN STRUCTURAL ENGINEERING, PTS 1-3 | 2011年 / 94-96卷
关键词：
U-section steel-encased concrete composite beams; Steel-encased; Theoretical analysis; Shear connectors; Shearing capacity;
D O I：
10.4028/www.scientific.net/AMM.94-96.958
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In this article, by studying the horizontal and vertical shear performance, the calculation formula for the fully shear connection is proposed. In order to avoid the overall vertical relative slippage between the steel and concrete, the vertical slippage formula is proposed to calculate the required number of the shear connectors for the first weak plane and second weak plane.
引用
收藏
页码：958 / 961
页数：4
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