An investigation into the behavior and strength of reinforced concrete columns strengthened with ferrocement jackets

被引:6
|
作者
Abdullah
Takiguchi, K
机构
[1] Syiah Kuala Univ, TIT, Lecturer Dept Civil Engn, Banda Aceh, Indonesia
[2] Tokyo Inst Technol, Dept Mech & Environm Informat, Meguro Ku, Tokyo 1528552, Japan
来源
CEMENT & CONCRETE COMPOSITES | 2003年 / 25卷 / 02期
关键词
ductility; ferrocement jacket; RC column; shear strength; strengthening;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study presents behavior and strength of reinforced concrete (RC) columns strengthened with ferrocement jackets. A total of six identical reference columns were prepared and tested after being strengthened with circular or square ferrocement jackets. Other than the ratio of axial load, parameters studied include the jacketing schemes, and the number of layers of wire mesh. Unless failure occurred at an earlier stage of loading, the columns were tested under cyclic lateral forces and constant axial load. Test results show that by providing external confinement over the entire length of the RC columns, the ductility is enhanced tremendously. Also, test results of this investigation revealed that the design method, proposed earlier by the authors, is very effective. (C) 2003 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:233 / 242
页数:10
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