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

页码：1289 / 1295

页数：7

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