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The Influence of CFRP Anchorage on Achieving Sectional Flexural Capacity of Strengthened Concrete Beams

机译：CFRp锚固对加固混凝土梁截面抗弯承载力的影响

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Hayder A. Rasheed; Brandon R. Decker; Asad Esmaeily; Robert J. Peterman; Hani G. Melhem;
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年度 2015
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1. The Influence of CFRP Anchorage on Achieving Sectional Flexural Capacity of Strengthened Concrete Beams [J] . Asad Esmaeily, Brandon R. Decker, Hani G. Melhem, Fibers . 2015,第4期

机译：CFRP锚固对钢筋混凝土梁截面抗弯性能的影响。
2. Influence of end anchorage on shear strengthening of reinforced concrete beams using CFRP composites [J] . Current Science: A Fortnightly Journal of Research . 2017,第5期

机译：终止锚固对CFRP复合材料钢筋混凝土梁剪切强化的影响
3. Experimental study on the flexural behaviour of notched steel beams strengthened by prestressed CFRP plate with an end plate anchorage system [J] . Li Junhui, Wang Yi, Deng Jun, Engineering Structures . 2018,第SEPa15期

机译：端板锚固体系预应力CFRP板加固缺口钢梁的受弯性能试验研究。
4. Experimental Study on Flexural Bearing Capacity of Concrete Beams Strengthened with NSM CFRP-PCPs Composite Bars [C] . Li-hong Cheng, Jiong-Feng Liang, Ming-Hua Hu International Conference on Civil Engineering, Architecture and Building Materials . 2014

机译：NSM CFRP-PCPS复合棒强化混凝土梁弯曲承载力的实验研究
5. Flexural models for reinforced concrete beams with CFRP strengthening, under monotonic and cyclic loadings. [D] . Wang, Dong. 2014

机译：在单调和循环荷载下采用CFRP加固的钢筋混凝土梁的挠性模型。
6. Experimental Study of the Effect of High Service Temperature on the Flexural Performance of Near-Surface Mounted (NSM) Carbon Fiber-Reinforced Polymer (CFRP)-Strengthened Concrete Beams [O] . Younes Jahani, Marta Baena, Javier Gómez, 2021

机译：高服务温度对近表面（NSM）碳纤维增强聚合物（CFRP） - 复制混凝土梁弯曲性能影响的实验研究
7. PREDICTION OF ULTIMATE FLEXURAL CAPACITY OF REINFORCED CONCRETE BEAMS STRENGTHENED WITH CFRP LAMINATE [O] . M. H. Mansour, K. A. Mahmoud 2008

机译：CFRP层压板加固钢筋混凝土梁极端弯曲能力的预测

The Influence of CFRP Anchorage on Achieving Sectional Flexural Capacity of Strengthened Concrete Beams

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