Analysis of reinforced concrete pier subjected to axial tension and bending

被引：0

作者：

Tamura, T ^{[1
]}

Shigematsu, T ^{[1
]}

Hara, T ^{[1
]}

Nakashiki, K ^{[1
]}

机构：

[1] Tokuyama Coll Technol, Tokuyama, Yamaguchi, Japan

来源：

PROCEEDINGS OF THE SEVENTH INTERNATIONAL CONFERENCE ON COMPUTING IN CIVIL AND BUILDING ENGINEERING, VOLS 1-4 | 1997年

关键词：

D O I：

暂无

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

This paper reports the numerical results of the reinforced concrete pier that is subjected to axial tension and bending. For numerical analysis, the finite element approach using the three-dimensional nonlinear solid element is adopted. The parameters adopted here are axial force levels, reinforcing ratio and anchorage length of terminated main reinforcement. The numerical results agree with the results of Kawashima's experimental study. From the numerical results it becomes clear that the anchorage length of terminated main reinforcement is one of the important factors.

引用

页码：855 / 860

页数：4

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