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原文传递 Novel Truss Analogy Approach to Analyze Reinforced Concrete Deep Beams Strengthened with Externally Bonded FRP Systems
题名: Novel Truss Analogy Approach to Analyze Reinforced Concrete Deep Beams Strengthened with Externally Bonded FRP Systems
正文语种: eng
作者: Rasheed, Hayder A.;Raheem, Mustafa M.
作者单位: Kansas State Univ Dept Civil Engn Manhattan KS 66506 USA;Univ Kerbala Dept Architectural Engn Kerbala 56001 Iraq
关键词: Truss analogy;Deep beam;Analytical modeling;Fiber-reinforced polymer (FRP) sheets;Flexural-shear strengthening
摘要: A new analysis approach is devised herein to predict the response of reinforced concrete deep beams strengthened in flexure, shear or shear-flexure with fiber-reinforced polymer (FRP). The analysis approach recognizes the fact that FRP-strengthened deep b
出版年: 2021
期刊名称: Journal of structural engineering
卷: 147
期: 12
页码: 04021200.1-04021200.15
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