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Shear Behavior of Concrete Beams Reinforced with a New Type of Glass Fiber Reinforced Polymer Reinforcement: Experimental Study

机译：用新型玻璃纤维增强聚合物增强液加固混凝土梁的剪切行为：实验研究

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Czesław Bywalski; Michał Drzazga; Maciej Kaźmierowski; Mieczysław Kamiński;
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年度 2020
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1. Experimental study on shear behavior of carbon-fiber-reinforced polymer reinforced concrete short beams without web reinforcement [J] . Z. Omeman, M. Nehdi, H. El-Chabib Canadian Journal of Civil Engineering . 2008,第1期

机译：无腹板增强的碳纤维增强聚合物混凝土短梁抗剪性能试验研究
2. Experimental study on shear behavior of carbon-fiber-reinforced polymer reinforced concrete short beams without web reinforcement [J] . Nehdi M., El-Chabib H., Omeman Z. Canadian Journal of Civil Engineering . 2008,第1期

机译：无腹板增强的碳纤维增强聚合物增强混凝土短梁抗剪性能试验研究
3. Shear behavior of concrete beams reinforced exclusively with longitudinal glass fiber reinforced polymer bars: Experimental research [J] . Kaszubska Monika, Kotynia Renata, Barros Joaquim A. O., Structural concrete . 2018,第1期

机译：仅用纵向玻璃纤维增强聚合物棒增强混凝土梁的抗剪性能：试验研究
4. Glass Fiber Reinforced Polymer Plates for Shear Reinforcement of Reinforced Concrete Deep Beams [C] . E. Jo, M.S. Kim, Y.H. Lee, Proceedings of the Fifteenth international conference on civil, structural and environmental engineering computing . 2015

机译：玻璃纤维增强聚合物板，用于钢筋混凝土深梁的剪力加固
5. Meso-scale Simulation of Size-dependent Shear Behavior in Glass Fiber Reinforced Polymer Reinforced Concrete Beams without Stirrups [D] . Khodaie, Sina. 2018

机译：玻璃纤维增强聚合物钢筋混凝土梁大小依赖性剪切行为的中间尺度模拟，无镫
6. Shear Behavior of Concrete Beams Reinforced with a New Type of Glass Fiber Reinforced Polymer Reinforcement: Experimental Study [O] . Czesław Bywalski, Michał Drzazga, Maciej Kaźmierowski, 2020

机译：新型玻璃纤维增强聚合物增强混凝土梁的抗剪性能：实验研究
7. Shear Behavior of Variable-Depth Concrete Beams with Wound Fiber–Reinforced Polymer Shear Reinforcement [O] . Yuanzhang Yang, John Orr, Saverio Spadea 2018

机译：卷绕纤维增强聚合物剪切钢筋可变深度混凝土梁的剪切行为

Shear Behavior of Concrete Beams Reinforced with a New Type of Glass Fiber Reinforced Polymer Reinforcement: Experimental Study

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