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Research on crack width evolution of RC beams strengthened with CFL under cyclic loads

机译:循环荷载下CFL加固RC梁的裂缝宽度演化研究

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Using carbon fiber laminate (CFL) invented by our group, we take the lead in studying the fatigue behaviors of the beams strengthened with FRP under the cyclic loads. The maximum crack width of the RC beams strengthened with CFL conforms to the law of three-stages, and the main factors which affect the fatigue crack propagation behavior was analyzed. Theoretical analyses are performed for the evolvement rule of maximum crack width of the strengthened RC beams under constant amplitude and random fatigue loads. Then, a method for calculating the propagation rule of maximum flexural crack width under fatigue loads is proposed, based on the initial crack width under static loads and the coefficient of the strain of CFL. This method can be used not only for crack width determination under constant amplitude cyclic load but also the random fatigue load. Using the method, permissive fatigue life can be estimated.
机译:使用我们小组发明的碳纤维层压板(CFL),我们率先研究了在周期性载荷下用FRP加固的梁的疲劳性能。 CFL加固的RC梁的最大裂缝宽度符合三阶段定律,分析了影响疲劳裂纹扩展行为的主要因素。对在恒定振幅和随机疲劳载荷作用下钢筋混凝土梁最大裂缝宽度的演化规律进行了理论分析。然后,基于静态载荷下的初始裂纹宽度和CFL的应变系数,提出了一种计算疲劳载荷下最大挠曲裂纹宽度传播规律的方法。该方法不仅可以用于恒定振幅循环载荷下的裂纹宽度确定,还可以用于随机疲劳载荷下。使用该方法,可以估算允许的疲劳寿命。

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