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Bond Behavior of the ETS FRP Bar Shear-Strengthening Method
Publisher: American Society of Civil Engineers
Abstract: The embedded through-section (ETS) technique was recently developed to avoid the debonding failure that occurs with other fiber-reinforced polymer (FRP) strengthening techniques, such as the externally bonded (EB) and ...
Size Effects for Reinforced Concrete Beams Strengthened in Shear with CFRP Strips
Publisher: American Society of Civil Engineers
Abstract: The principal motivation of this study is to obtain a clear understanding of size effects for fiber-reinforced polymer (FRP) shear-strengthened beams. The experimental program consists of seven beams of various sizes grouped ...