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Numerical Investigation of the Behavior of Reinforced Concrete Beam Reinforced with FRP Bars

机译：用FRP棒加固钢筋混凝土梁行为的数值研究

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Rania Salih Mohammed; Zhou Fangyuan;
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1. Evaluation of post-heating flexural behavior of steel fiber-reinforced high-strength concrete beams reinforced with FRP bars: Experimental and analytical results [J] . Jafarzadeh Hamed, Nematzadeh Mahdi Engineering Structures . 2020,第Deca15期

机译：FRP棒材加固钢纤维增强高强度混凝土梁后加热弯曲行为评价：实验和分析结果
2. Flexural behavior of partially fiber-reinforced high-strength concrete beams reinforced with FRP bars [J] . Zhu Haitang, Cheng Shengzhao, Gao Danying, Construction and Building Materials . 2018,第FEBa10期

机译：FRP筋增强的部分纤维增强高强度混凝土梁的抗弯性能
3. Numerical Analysis of Behavior of Glass Fiber-Reinforced Polymer Bar-Reinforced Concrete Beams under Impact Loads [J] . Saleh Zein, Sheikh M. Neaz, Remennikov Alex, ACI Structural Journal . 2019,第5期

机译：冲击载荷作用下玻璃纤维增强聚合物钢筋混凝土梁性能的数值分析
4. Experimental Study on the Flexural Behavior of Concrete Beam Hybrid Reinforced with FRP Bars and Steel Bars [C] . Wenjie Ge, Jiwen Zhang, Hang Da, International conference on FRP composites in civil engineering;CICE 2010 . 2010

机译：FRP筋与钢筋混合混凝土梁的受弯性能试验研究
5. Post-cracking behavior of reinforced concrete deep beams: A numerical fracture investigation of concrete strength and beam size. [D] . Riveros, Guillermo A. 2005

机译：钢筋混凝土深梁的开裂后行为：混凝土强度和梁尺寸的数值断裂研究。
6. Post-Fire Characteristics of Concrete Beams Reinforced with Hybrid FRP Bars [O] . Kostiantyn Protchenko, Elżbieta Szmigiera 2020

机译：混合FRP筋加固混凝土梁的火灾后特征。
7. Shear Behavior of Fiber Reinforced Concrete Beams with Basalt FRP Reinforcing Bars and Glass FRP Stirrups [O] . Abathar AL-Hamrani, Wael Alnahhal 2020

机译：玄武岩FRP加固杆和玻璃FRP搅拌纤维纤维混凝土梁的剪切行为
8. Shear Behavior of Deep Reinforced Concrete Beams. Volume IV. Internal Strain Gaging Technique for Statistically and Dynamically Loaded Reinforced Concrete Beams. [R] . crist,robert a. 1972

机译：深层钢筋混凝土梁的抗剪性能。第四卷。统计和动态加载钢筋混凝土梁的内应变测量技术。

Numerical Investigation of the Behavior of Reinforced Concrete Beam Reinforced with FRP Bars

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