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Experimental investigation on the seismic behavior of concrete beams with prestressing carbon fiber reinforced polymer tendons

机译：预应力碳纤维增强聚合物肌腱混凝土梁抗震性能的实验研究

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Zuohu Wang; Zhanguang Gao; Yuan Yao; Weizhang Liao;
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1. Effect of prestress levels on flexural and debonding behavior of reinforced concrete beams strengthened with prestressed carbon fiber reinforced polymer plates [J] . Hong S., Park S.-K. Journal of Composite Materials . 2013,第17期

机译：预应力水平对预应力碳纤维增强聚合物板加固钢筋混凝土梁的弯曲和剥离性能的影响
2. Effect of prestress and transverse grooves on reinforced concrete beams prestressed with near-surface-mounted carbon fiber-reinforced polymer plates [J] . Hong Sungnam, Park Sun-Kyu Composites . 2016,第apra期

机译：预应力和横向槽对近表面安装碳纤维增强聚合物板预应力钢筋混凝土梁的影响
3. Comparative study of effective stresses of concrete beams strengthened using carbon-fibre-reinforced polymer and external prestressing tendons [J] . Jungyoul Choi Structure and Infrastructure Engineering . 2014,第4a6期

机译：碳纤维增强聚合物和外部预应力筋加固混凝土梁有效应力的比较研究
4. Friction Loss of Externally Prestressed Concrete Beams with Carbon Fiber-Reinforced Polymer Tendons [C] . Tianlai Yu, Liyuan Zhang International Conference on Structures and Building Materials . 2011

机译：碳纤维增强聚合物肌腱外部预应力混凝土梁的摩擦损失
5. Performance of carbon fiber reinforced polymer (CFRP) tendons and their use for strengthening of prestressed concrete beams. [D] . Jerrett, Carl Van. 1996

机译：碳纤维增强聚合物（CFRP）筋的性能及其在预应力混凝土梁加固中的用途。
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 concrete beams pre-stressed with carbon fiber reinforced polymer tendons [O] . Zuohu Wang, Yuan Yao, Du Liu, 2019

机译：用碳纤维增强聚合物肌腱预应压力的混凝土梁的剪切行为
8. Performance of Carbon Fiber Reinforced Polymer (CFRP) Tendons and their use forStrengthening of Prestressed Concrete Beams [R] . VanJerrett, C. 1997

机译：碳纤维增强聚合物（CFRp）筋的性能及其在预应力混凝土梁加固中的应用

Experimental investigation on the seismic behavior of concrete beams with prestressing carbon fiber reinforced polymer tendons

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