Crack and mechanical behavior of CFRP plate-reinforced bridge roofs under high temperature with different anchoring measures
Author:
Affiliation:
1. Suzhou University of Science and Technology, China
2. Southeast University, China
3. Nanjing University of Science and Technology, 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/v16n6/1679-7825-lajss-16-06-e206.pdf
Reference36 articles.
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2. Investigation into CFRP laminate anchorage systems utilising bi-directional fabric wrap;Al-Mahaidi R.;Composite Structures,2011
3. Influence of high temperatures on concrete pillars confined with CFRP;Biosca J.;Applied Mechanics and Materials,2019
4. Design provisions for crack spacing and width in RC elements externally bonded with FRP;Ceroni F.;Composites Part B: Engineering,2009
5. Evaluation of bond strength in concrete elements externally reinforced with CFRP plates and anchoring devices;Ceroni F.;Journal of Composites for Construction,2010
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1. Experimental and Theoretical Investigation of the Mechanical Behavior of RC Beams Strengthened with Anchored Carbon–Glass-Fiber-Reinforced Polymer Plates;Structural Engineering International;2023-02
2. Mechanical behaviour between adjacent cracks in CFRP plate reinforced RC slabs;STRUCT ENG MECH;2022
3. Application of Buckling Restrained Braces to Upgrade Vertical Stiffness of Existing RC Frames;Civil and Environmental Engineering Reports;2020-09-01
4. Flexure Performance of Externally Bonded CFRP Plates-Strengthened Reinforced Concrete Members;Mathematical Problems in Engineering;2020-01-22
5. Fatigue performance and life prediction of CFRP plate in the RC bridge roof reinforcement;Latin American Journal of Solids and Structures;2020
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