Theoretical analysis of bending 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, Jinan, Shandong, Peoples R China

来源：

ARCHITECTURE AND BUILDING MATERIALS, PTS 1 AND 2 | 2011年 / 99-100卷

关键词：

U-section Steel-encased concrete composite beams; bending capacity; theoretical analysis; full connection design;

D O I：

10.4028/www.scientific.net/AMM.99-100.327

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The theoretical formula is proposed for cross section's bending capacity of simply-supported U-section steel-encased concrete composite beams. The result shows that the theoretical formula is in good agreement with the experimental results. This paper concludes that the calculated values based on current steel structure design code of China are very close to the experimental ones. Therefore, this kind of composite beams can be analyzed based on the calculation methods of composite steel and concrete beams in steel structure design code, and it is accurate to calculate the bending capacity based on the assumption of complete shear connection.

引用

页码：327 / 331

页数：5