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Fatigue and overloading behavior of steel–concrete composite flexural members strengthened with high modulus CFRP materials

机译：高模量CFRp材料加固钢 - 混凝土组合受弯构件的疲劳与超载特性

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M. Dawood; S. Rizkalla; E. Sumner Civil; Environmental Engineering;
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年度 2015
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1. Fatigue and Overloading Behavior of Steel-Concrete Composite Flexural Members Strengthened with High Modulus CFRP Materials [J] . M. Dawood, S. Rizkalla, E. Sumner Journal of Composites for Construction . 2007,第6期

机译：高模量CFRP材料加固的钢-混凝土组合抗弯构件的疲劳和超载行为
2. Overloading impact on the flexural behavior of RC beams strengthened with FRP composites under fatigue: Experimental study [J] . Al-Qaralleh Mohammad, Toutanji Houssam, Eljufout Tamer Engineering Structures . 2020,第Octa15期

机译：疲劳下FRP复合材料加强RC光束弯曲行为的影响：实验研究
3. Shear and Flexural Behavior of Reinforced Concrete Deep Beams Strengthened with CFRP Composites [J] . Hana Al-Ghanem, Aya Al-Asi, Mu’tasim Abdel-Jaber, Modern Applied Science . 2017,第10期

机译：CFRP复合材料加固钢筋混凝土深梁的剪切和弯曲行为
4. FLEXURAL CAPACITY OF STEEL-CONCRETE COMPOSITE BEAMS STRENGTHENED WITH A PRESTRESSED CFRP PLATE [C] . ZHANG Jianwei International Symposium on Structural Engineering for Young Experts;ISSEYE-10 . 2008

机译：预应力CFRP板加固的钢混凝土组合梁的抗弯能力
5. Strengthening of steel structures with high modulus carbon fiber reinforced polymer (CFRP) materials. [D] . Schnerch, David Alan. 2005

机译：用高模量碳纤维增强聚合物（CFRP）材料加强钢结构。
6. Flexural Behavior of Double-Skin Steel Tube Beams Filled with Fiber-Reinforced Cementitious Composite and Strengthened with CFRP Sheets [O] . Ahmed Al-Nini, Ehsan Nikbakht, Agusril Syamsir, 2020

机译：用CFRP板材加固双皮肤钢管梁的弯曲行为用CFRP薄片加固
7. Flexural and shear strengthening of RC beams with composites materials : the influence of cutting steel stirrups to install CFRP strips [O] . Barros Joaquim A. O., Costa Inês 2009

机译：复合材料RC梁的抗弯和抗剪加固：切割钢箍筋安装CFRP条的影响
8. Design of Concrete Bridge Girders Strengthened with CFRP Laminates. Static Strength, Fatigue Behavior and Reliability;Final rept [R] . El-Tawil, S., Okeil, A. 2001

机译：CFRp层合板加固混凝土桥梁设计。静态强度，疲劳行为和可靠性;最终的结果

Fatigue and overloading behavior of steel–concrete composite flexural members strengthened with high modulus CFRP materials

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