FRP strengthened masonry beams.: Part I -: Model

被引：9
|
作者：
Kiss, RM
Kollár, LP
Jai, J
Krawinkler, H
机构：
[1] Tech Univ Budapest, Dept Civil Engn, H-1521 Budapest, Hungary
[2] Stanford Univ, Dept Aeronaut & Astronaut, Stanford, CA 94305 USA
[3] Stanford Univ, Dept Civil Engn, Stanford, CA 94305 USA
来源：
JOURNAL OF COMPOSITE MATERIALS | 2002年 / 36卷 / 05期
关键词：
D O I：
10.1177/0021998302036005474
中图分类号：
TB33 [复合材料];
学科分类号：
摘要：
This paper presents a simple model to predict the load-deflection curve of a fiber-reinforced plastic (FRP) reinforced masonry beam subjected to bending and axial loads. Delamination growth is modeled by using an energy balance approach. It is shown that continuously growing delamination results in highly nonlinear behavior.
引用
收藏
页码：521 / 536
页数：16
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