Progress on understanding debonding problems in reinforced concrete and steel members strengthened using FRP composites

被引：298
作者：
Buyukozturk, O [1 ]
Gunes, O [1 ]
Karaca, E [1 ]
机构：
[1] MIT, Dept Civil & Environm Engn, Cambridge, MA 02139 USA
来源：
CONSTRUCTION AND BUILDING MATERIALS | 2004年 / 18卷 / 01期
关键词：
fiber reinforced plastics; repair; strengthening; debonding;
D O I：
10.1016/S0950-0618(03)00094-1
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Use of fiber reinforced plastic (FRP) composite materials for strengthening and repair of structural members has become an increasingly popular area of research and application in the last decade. However, the method is yet to become a mainstream application due to a number of economical and design related issues. From a structural mechanics point of view, an important concern regarding the effectiveness and safety of this method is the potential of brittle debonding failures. Such failures, unless adequately considered in the design process, may significantly decrease the effectiveness of the strengthening or repair application. In recent years, there has been a concentration of research efforts on characterization and modeling of debonding failures. This paper provides a review of the progress achieved in this area regarding applications to both reinforced concrete and steel members. (C) 2003 Elsevier Ltd. All rights reserved.
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页码：9 / 19
页数：11
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