Effect of Groove Depth on Behavior of CFRP Sheets Bonded to Heat-Damaged Concrete by Using EBROG Method

Effect of Groove Depth on Behavior of CFRP Sheets Bonded to Heat-Damaged Concrete by Using EBROG Method
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10th International Conference on FRP Composites in Civil Engineering

doi
Article type
Conference
https://people.iut.ac.ir/en/mostofinejad/content/1641286