Researches on bearing capacity of cross-section of reinforced concrete members subjected to combined biaxial bending and tension

被引：0
|
作者：
Li, YB [1 ]
Lin, HH [1 ]
Dai, ZQ [1 ]
Han, SZ [1 ]
机构：
[1] Tianjin Univ, Sch Civil Engn, Tianjin, Peoples R China
来源：
ICACS 2003: INTERNATIONAL CONFERENCE ON ADVANCES IN CONCRETE AND STRUCTURES, VOL 1 AND 2 | 2003年 / 32卷
关键词：
reinforced concrete; bearing capacity of cross-section; computer calculation;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper presents the ultimate strength behavior of reinforced concrete members subjected to biaxial bending and tension. A computer program for calculation of various sections was developed to study die interaction diagrams (N-M) and load contours (M-x-M-y) to biaxial bending and tension for rectangular, L-shaped, T-shaped, and cross-shaped sections. Three specimens were tested in biaxial bending and tension with the aim of determining the ultimate strength of reinforced concrete members with L-shaped cross-section([1]). The computed results were compared with the experimental results, and they are in good agreement.
引用
收藏
页码：1289 / 1295
页数：7
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