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RISBond and Flexural Behavior of Sea Sand Concrete Members Reinforced with Hybrid Steel-Composite Bars Presubjected to Wet–Dry Cycles
Publisher: American Society of Civil Engineers
Abstract: In this paper, accelerated tests are conducted on the bond performance of steel fiber–reinforced polymer composite bars (SFCBs) with sea sand concrete and the flexural performance of SFCB-reinforced sea sand concrete beams ...
Experimental Evaluation of Bent FRP Tendons for Strengthening by External Prestressing
Publisher: American Society of Civil Engineers
Abstract: This paper presents an experimental study conducted on the static performance of bent fiber-reinforced polymer (FRP) tendons for external prestressed strengthening. First, the tension strain and compression strain at the ...
Performance and Parametric Analysis of Flexural Strengthening for RC Beams with NSM-CFRP Bars
Publisher: American Society of Civil Engineers
Abstract: The flexural strengthening of concrete structures by the near-surface-mounted (NSM) method has proven to be a reliable alternative to the existing externally bonded (EB) method using carbon fiber–reinforced polymer (CFRP) ...
Prediction of Long-Term Performance and Durability of BFRP Bars under the Combined Effect of Sustained Load and Corrosive Solutions
Publisher: American Society of Civil Engineers
Abstract: Unlike carbon-fiber-reinforced polymer (CFRP) bars and the maturely developed glass FRP (GFRP) bars, the long-term performance of the newly developed basalt-fiber reinforced polymer (BFRP) bars under severe environmental ...