Fatigue performance of RC beams strengthened with CFRP under coupling action of temperatures and vehicle random loads
Author:
Affiliation:
1. School of Civil Engineering and Transportation; South China University of Technology; Guangzhou 510640 China
2. State Key Laboratory of Subtropical Building Science; South China University of Technology; Guangzhou 510640 China
Funder
National Key R&D Program of China
National Natural Science Foundation of China
Publisher
Wiley
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science
Link
http://onlinelibrary.wiley.com/wol1/doi/10.1111/ffe.12863/fullpdf
Reference24 articles.
1. Fatigue-loading effect on RC beams strengthened with externally bonded FRP;Ferrier;Construct Build Mater,2011
2. Fatigue crack propagation behavior of RC beams strengthened with CFRP under cyclic bending loads;Li;Fatigue Fract Eng Mater Struct,2018
3. Accelerated aging tests for evaluations of durability performance of FRP reinforcing bars for concrete structures;Chen;Compos Struct,2007
4. Environmental durability of externally bonded FRP materials intended for repair of concrete structures;Cromwell;Construct Build Mater,2011
5. Temperature effects on the shear capacity of external bonded fiber reinforced polymer on concrete;Ferrier;Construct Build Mater,2017
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