Analysis research of reinforced concrete Z-shaped column normal section bearing capacity

被引：0

作者：

Li Bai-shou ^{[1
]}

Yang Bin-bo ^{[1
]}

机构：

[1] Yanbian Univ, Dept Struct Engn, Coll Engn, Yanji 133002, Jilin, Peoples R China

来源：

ADVANCES IN STRUCTURAL ENGINEERING, PTS 1-3 | 2011年 / 94-96卷

关键词：

Z-Shaped Column; Volume Reinforcement Characteristic; Normal section bearing capacity; ANSYS Finite Element Analysis;

D O I：

10.4028/www.scientific.net/AMM.94-96.258

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In view of the fact that the Z-shaped reinforced concrete column normal section bearing capacity formula has not been clear about the difference stipulation question with other specially column section bearing capacity computation, carries on axial compression-test of the Z-shaped reinforced concrete column with different volume reinforcement characteristic. In this article, established the Z shape column's load - elastic curve, promoted the Z-shaped column normal section bearing capacity formula including section correlation coefficient, and carried on the simulation using the ANSYS finite element software. The result indicated that the ANSYS simulation value was closely with the experimental value and the formula predicted value, and the formula predicted value security, has the high reliability.

引用

页码：258 / 261

页数：4

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