Interfacial bond-slip relationship between Carbon Fiber Reinforced Polymer Plate and Concrete after High Temperature of Asphalt Paving Construction
Author:
Affiliation:
1. Suzhou University of Science and Technology, China
2. Nanjing University of Science and Technology, China
3. Suzhou Zhongcheng Access Bridge Co., Ltd, China
Publisher
FapUNIFESP (SciELO)
Subject
Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Aerospace Engineering,Automotive Engineering,General Materials Science,Civil and Structural Engineering
Link
http://www.scielo.br/pdf/lajss/v16n9/1679-7825-lajss-16-09-e234.pdf
Reference40 articles.
1. Bond-slip behavior between fiber reinforced concrete and CFRP composites;Alhassan M. A.;Ain Shams Engineering Journal,2019
2. Consequence of surface preparation techniques on the bond behavior between concrete and CFRP composites;Al-Rousan R. Z.;Construction and Building Materials,2019
3. Intermediate crack induced debonding in steel beams reinforced with CFRP plates under fatigue loading;Bocciarelli M.;Engineering Structures,2018
4. Bond slip behavior of anchored CFRP strips on concrete surfaces;Çelebi M.;Construction and Building Materials,2016
5. Design and testing of an adhesively bonded CFRP strengthening system for steel structures;Chataigner S.;Engineering Structures,2018
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