Effect of the Groove Depth on Behavior of Pre-stressed CFRP Strips Bonded to Concrete by Using EBROG Method

Effect of the Groove Depth on Behavior of Pre-stressed CFRP Strips Bonded to Concrete by Using EBROG Method
-
-
10th International Conference on FRP Composites in Civil Engineering

doi
Article type
Conference
https://people.iut.ac.ir/en/mostofinejad/content/1641287