Study on the Stress Threshold of Preventing Interfacial Fatigue Debonding in Concrete Beams Strengthened with Externally-Bonded FRP Laminates

Author:

Min Xinzhe1,Yang Dong2,Song Shoutan3,Li Xing4

Affiliation:

1. School of Civil Engineering and Architecture, Nanjing Institute of Technology, Nanjing 211167, China

2. School of Architectural Engineering, Jinling Institute of Technology, Nanjing 211169, China

3. Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, National Engineering Research Center for Prestressing Technology, School of Civil Engineering, Southeast University, Nanjing 211189, China

4. School of Civil Engineering, Suzhou University of Science and Technology, Suzhou 215009, China

Abstract

Externally-bonded FRP laminate is widely used in structural strengthening due to the many advantages of FRP materials. Further enhancement of the strengthening effect can be achieved by inducing prestress into the FRP laminate. However, FRP debonding is still a main issue of this strengthening method, especially the Intermediate Crack-induced debonding (IC debonding). To better understand the impact of FRP debonding on the strengthening effect, a series of parameter analyses were conducted in this study based on the fatigue life prediction model proposed by the authors. The proposed model involves the fatigue damage accumulation of components of the beam, the mutual interaction between each component, and the impact of FRP fatigue debonding. As a result, a stress threshold for preventing FRP fatigue debonding in strengthening the concrete beam was proposed, which aimed to avoid safety hazards caused by IC debonding in practical engineering.

Funder

Natural Science Foundation of Jiangsu Province of China

Scientific Research Foundation of Nanjing Institute of Technology

Natural Science Foundation of the Jiangsu Higher Education Institutions of China

Publisher

MDPI AG

Reference47 articles.

1. Proposal for a carbon fibre reinforced composite bridge across the Strait of Gibraltar at its narrowest site;Meier;Proc. Inst. Mech. Eng. Part B Manag. Eng. Manuf.,1987

2. Japanese seismic rehabilitation of concrete buildings after the Hyogoken-Nanbu Earthquake;Fukuyama;Cem. Concr. Compos.,2000

3. Committe, A. (1999). Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures, American Concrete Institute. 440.2R-02.

4. Triantafillou, T., Matthys, S., Audenaert, K., Balázs, G., Blaschko, M., Blontrock, H., Czaderski, C., David, E., Di Tomasso, A., and Duckett, W. (2001). Externally Bonded FRP Reinforcement for RC Structures, International Federation for Structural Concrete. Technical Report.

5. Arya, C., Clarke, J.L., Kay, E.A., and O’regan, P.D. (2012). Design Guidance for Strengthening Concrete Structures Using Fibre Composite Materials, Concrete Society.

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3