Fatigue Tests on Compact-tension Specimens Repaired by CFRP

Author:

Zheng Yuanpeng1,Chen Tao1

Affiliation:

1. Key Laboratory of Performance Evolution and Control for Engineering Structures (Ministry of Education), Tongji University, Shanghai, China; Department of Structural Engineering, Tongji University, Shanghai, China

Abstract

<p>Six fatigue tests were conducted to investigate the fatigue behaviour of CFRP-repaired compact- tension specimens (CT specimens), considering the effects of CFRP material type, patch configuration and patch layer numbers. Beach marking technique and digital image correlation (DIC) technology were employed to depict the crack propagation and the strain distribution on the specimens. The differences in fatigue life and fatigue crack growth rates (FCGR) results reveal that CFRP patches can prolong the fatigue life, even tripling the cycle number in a test. There is a salient advantage in double-side repairing compared to its one-side counterpart. However, the CFRP sheet layer number doesn’t guarantee the strengthening efficacy. The specimen repaired by CFRP plate had a mixed failure mode of adhesive layer failure and CFRP debonding. The failure mode of CFRP- sheet repaired specimens was a mix of CFRP debonding, delamination and adhesive layer failure.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

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