Buckling and Fatigue Evaluation of Braced Piping Support by Numerical Analysis

Ryuya Shimazu, M. Sakai
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Abstract

Buckling and fatigue evaluation of braced piping supports was conducted using numerical analysis. Buckling and fatigue occurred on the piping support during vibration and static load tests. A numerical model for the evaluation was developed, and the load–displacement relationship and local strain obtained by the numerical analysis were in good agreement with experimental results. Thus, the numerical model was validated. Buckling and fatigue evaluations were subsequently conducted using the model. In the buckling evaluation, the experimental buckling load was in good agreement with that obtained by Johnson’s formula. Fatigue evaluation was conducted to investigate whether fatigue crack had occurred before the rupture on the piping support. The linear cumulative damage was calculated, suggesting the possibility of fatigue crack formation. Ductile rupture was considered to occur after the fatigue crack formation.
用数值分析方法评价支撑管道支架的屈曲和疲劳
采用数值分析方法对支撑管道支架进行了屈曲和疲劳评价。在振动和静载试验中,管道支架发生了屈曲和疲劳。建立了评价的数值模型,数值分析得到的荷载-位移关系和局部应变与试验结果吻合较好。从而验证了数值模型的有效性。随后使用该模型进行屈曲和疲劳评估。在屈曲评估中,实验屈曲载荷与Johnson公式计算结果吻合较好。对管道支架进行疲劳评价,考察其在断裂前是否产生疲劳裂纹。计算了疲劳裂纹形成的线性累积损伤。韧性断裂被认为是在疲劳裂纹形成后发生的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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