作者: G. Nossoni , R. S. Harichandran , M. I. Baiyasi
DOI: 10.1061/(ASCE)CC.1943-5614.0000547
关键词: Composite material 、 Polymer 、 Reinforced concrete 、 Fibre-reinforced plastic 、 Corrosion 、 Stress concentration 、 Materials science 、 Mechanical engineering 、 Mechanics of Materials 、 Civil and Structural Engineering 、 Ceramics and Composites 、 Building and Construction
摘要: AbstractExperiments were conducted to assess the effect of using bonded and unbonded glass carbon fiber–reinforced polymer (FRP) wraps strengthen corrosion-damaged, reinforced-concrete (RC) columns. The wrapping on rate corrosion strain concentration FRP wrap was investigated through an accelerated test. results indicated that reduced mass loss in reinforcing bars by 33–46% after 130 days testing. Both equally effective slowing down corrosion. Although stress concentrations FRP, they slightly less reducing than wraps. Finite-element (FE) analysis experimental specimens performed verify obtained from tests. FE confirmed around a corroding bar when unbonded. Because...