Bending experiments of timber joints reinforced with carbon fiber

被引：0
|
作者：
Takino A. [1 ]
Yagami S. [2 ]
Murakami M. [3 ]
机构：
[1] Takino, Atsuo
[2] Yagami, Sara
[3] Murakami, Masahide
来源：
| 2018年 / Architectural Institute of Japan卷 / 24期
基金：
日本学术振兴会;
关键词：
Bending shear; Carbon fiber; Column joint; Kanawa-tsugi joint; Seismic strengthening;
D O I：
10.3130/aijt.24.141
中图分类号：
学科分类号：
摘要：
This paper presents the results of bending experiments of traditional timber column joints reinforced by carbon fiber. The traditional timber column joint, which is called Kanawa joint, is used for the test specimens. The unreinforced specimens broke at the joint and the maximum strength of the unreinforced specimen was much lower than the standard strength calculated on the assumption that the specimen is the uniform member without the joint. On the other hand, the maximum strength of the reinforced specimen was much higher than that of the unreinforced specimens. As the results, the reinforcing effect was verified. © 2018 Architectural Institute of Japan. All rights reserved.
引用
收藏
页码：141 / 146
页数：5
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