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Analytical approach for predicting full torsional behavior of reinforced concrete beams strengthened with FRP materials

机译：FRP材料加固的钢筋混凝土梁全抗扭性能的分析方法

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Zojaji A.R.; Kabir M.Z.;
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1. Analytical model for the torsional behaviour of reinforced concrete beams retrofitted with FRP materials [J] . Constantin E. Chalioris Engineering Structures . 2007,第12期

机译：FRP材料加固钢筋混凝土梁抗扭性能分析模型
2. Behavior of FRP Strengthened Reinforced Concrete Beams under Torsion [J] . Mehran Ameli, Hamid R. Ronagh, Peter F. Dux Journal of Composites for Construction . 2007,第2期

机译：FRP加固钢筋混凝土梁受扭性能
3. Analytical solution to simulate the behavior of reinforced concrete beams post-strengthened with FRP strips [J] . L. C. P. Da Silva Filho Revista IBRACON de Estruturas e Materiais . 2009,第3期

机译：FRP筋加固后钢筋混凝土梁性能的解析解
4. Analytical Modeling of Reinforced Concrete Beams Strengthened with Mechanically Fastened Fiber-reinforced Polymers (MF-FRP) [C] . Gordon Salisbury, Vicki Brown Sustainable Performance of Concrete Bridges and Elements Subjected to Aggressive Environments: Monitoring, Evaluation Rehabilitation Conference . 2016

机译：用机械固定纤维增强聚合物加固钢筋混凝土梁的分析模型（MF-FRP）
5. Hybrid fiber reinforced polymer (FRP) system of carbon FRP laminate and sprayed glass FRP for strengthening reinforced concrete beams. [D] . Liang, Ningfeng. 2006

机译：碳纤维增强层压板和玻璃纤维增强玻璃纤维板的混合纤维增强聚合物（FRP）系统，用于增强钢筋混凝土梁。
6. Experimental Investigation of Reinforced Concrete Beam with Openings Strengthened Using FRP Sheets under Cyclic Load [O] . Rania Salih, Fangyuan Zhou, Nadeem Abbas, 2020

机译：循环载荷下FRP板材加固开口钢筋混凝土梁的实验研究
7. Evaluation of Ultimate Strength of Reinforced Concrete Beams Strengthened with FRP Sheets under Torsion [O] . Shengqiang Ma, N. Muhamad Bunnori, Kok Keong Choong 2016

机译：扭转FRP板材加固钢筋混凝土梁极限强度的评价
8. Rapid Strengthening of Full-Sized Concrete Beams with Powder-Actuated fastening Systems and Fiber-Reinforced Polymer (FRP) Composite Materials [R] . Bank, L. C. , Borowicz, D. T. , Lamanna, A. J. , 2002

机译：粉末驱动紧固系统和纤维增强聚合物（FRp）复合材料快速加固全尺寸混凝土梁

Analytical approach for predicting full torsional behavior of reinforced concrete beams strengthened with FRP materials

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