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首页> 外文期刊>International journal of steel structures >Prediction of Bending Fatigue Life of Cracked Out-of-Plane Gusset Joint Repaired by CFRP Plates
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Prediction of Bending Fatigue Life of Cracked Out-of-Plane Gusset Joint Repaired by CFRP Plates

机译:CFRP板修复的平面外角撑板弯曲疲劳寿命的预测

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摘要

Carbon fiber reinforced polymer (CFRP), plates bonding repair method is one of the simple repair methods for cracked steel structures. In this study, the influence of width of CFRP plates on bending fatigue life of out-of-plane gusset joint strengthened with CFRP plates was investigated from the experimental and numerical point of view. In the bending fatigue test of cracked out-of-plane gusset joint strengthened with CFRP plates, the effect of width of CFRP plates on crack growth life was clarified experimentally. Namely, it was revealed that the crack growth life becomes larger with increasing the width of CFRP plates. In the numerical approach, the stress intensity factor (SIF) at the surface point of a semi-elliptical surface crack was estimated based on the linear fracture mechanics. Furthermore, the extended fatigue life of cracked out-of-plane gusset joint strengthened with CFRP plates was evaluated by using the estimated SIF at the surface point and the empirical formula of the aspect ratio of semi-elliptical crack. As the results of numerical analysis, the estimated fatigue life of the specimen strengthened with CFRP plates showed the good agreement with the test results.
机译:碳纤维增强聚合物(CFRP),板粘结修复方法是开裂钢结构的简单修复方法之一。在这项研究中,从实验和数值的角度研究了CFRP板的宽度对CFRP板加固平面外角撑板接头弯曲疲劳寿命的影响。在CFRP板加固的平面外角撑板节点的弯曲疲劳试验中,实验证明了CFRP板的宽度对裂纹扩展寿命的影响。即,揭示了随着CFRP板的宽度增加,裂纹扩展寿命变长。在数值方法中,基于线性断裂力学估算了半椭圆形表面裂纹的表面点处的应力强度因子(SIF)。此外,通过使用在表面点处的估计SIF和半椭圆形裂纹的纵横比的经验公式,评估了CFRP板加固的平面外角撑板节点延长的疲劳寿命。数值分析结果表明,CFRP板加固后的疲劳寿命与试验结果吻合良好。

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