Experimental Study on Flexural Behavior of CBF Bar Reinforced Concrete Beams

机译：CBF钢筋混凝土梁弯曲行为的实验研究

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Through test on flexural behavior of 2 CBF bar reinforced concrete simple-supported beams on three-point static loading until failure, the experiment researches and analyzes the differences of the crack distribution, the ultimate bearing capacity, the load-deflection relationship and the impact of crack development with the different CBF bar reinforcement ratio. The test results showed that when the reinforcement ratio is within a certain range, the flexural capacity of CBF bar reinforced concrete simple-supported beams increases with the increase in reinforcement radio, and the crack spacing is decreased with the increase in reinforcement radio.

机译：通过试验2 CBF棒钢筋混凝土简单支撑梁的三点静电荷载，直到失败，实验研究并分析了裂缝分布，最终承载力，负荷偏转关系和影响的差异用不同的CBF酒吧加固率裂缝开发。测试结果表明，当加固率在一定范围内时，CBF棒钢筋混凝土简单支撑梁的弯曲能力随着加强电台的增加而增加，随着加强无线电的增加而降低了裂纹间距。

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《International Conference on Advances in Energy, Environment and Chemical Engineering》|2015年||共4页
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作者
Shu Tang; Juan Han;
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中图分类 TK01-53;
关键词
CBF bar; Concrete simple-supported beam; Flexural behavior; Crack; Ultimate bearing capacity;

机译：CBF栏;具体简单支撑的梁;弯曲行为;裂缝;终极承载力;

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1. 含异型双夹杂三点弯曲梁动态断裂行为的实验研究 [J] . 岳中文, 宋耀, 韩瑞杰, 东南大学学报（英文版） . 2016,第003期
2. Experimental study on flexural behavior of concrete beams reinforced by steei-fiber reinforced polymer composite bars [J] . ZY Sun, Y Yang, WH Qin Journal of Reinforced Plastics and Composites . 2012,第24期

机译：硬脂纤维增强聚合物复合材料筋增强混凝土梁抗弯性能的试验研究
3. Experimental study on flexural behavior of ECC-concrete composite beams reinforced with FRP bars [J] . Ge Wenjie, Ashour Ashraf F., Cao Dafu, Composite Structures . 2019,第JANa期

机译：FRP筋加固ECC混凝土组合梁的受弯性能试验研究
4. Experimental study on the flexural behavior of concrete beams reinforced with bundled hybrid steel/FRP bars [J] . Sun Zeyang, Fu Linchen, Feng De-Cheng, Engineering Structures . 2019,第Octa15期

机译：混合钢/ FRP筋加固混凝土梁抗弯性能的试验研究。
5. Experimental Study on Flexural Behavior of CBF Bar Reinforced Concrete Beams [C] . Shu Tang, Juan Han International Conference on Advances in Energy, Environment and Chemical Engineering . 2015

机译：CBF棒钢筋混凝土梁弯曲行为的实验研究
6. Study of the flexural behavior of reinforced concrete beams strengthened by externally bonded fiber reinforced polymeric (FRP) laminates. [D] . Lopez Acevedo, Maria del Mar. 2000

机译：外部粘结的纤维增强聚合物（FRP）层压板增强的钢筋混凝土梁的抗弯性能研究。
7. Serviceability and Flexural Behavior of Concrete Beams Reinforced with Basalt Fiber-Reinforced Polymer (BFRP) Bars Exposed to Harsh Conditions [O] . Hakem Alkhraisha, Haya Mhanna, Noor Tello, 2020

机译：用玄武岩纤维增强聚合物增强混凝土梁的可用性和弯曲行为（BFRP）暴露于苛刻条件
8. Experimental Study on Flexural Behavior of CBF Bar Reinforced Concrete Beams [O] . Shu Tang, Juan Han 2015

机译：CBF棒钢筋混凝土梁弯曲行为的实验研究
9. Flexural Crack Width at the Bars in Reinforced Concrete Beams [R] . Husain, S. I., Ferguson, P. M. 1968

机译：钢筋混凝土梁中钢筋的抗弯裂缝宽度

Experimental Study on Flexural Behavior of CBF Bar Reinforced Concrete Beams

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