Prediction of Fatigue Crack Initiation Life of Unstiffened CHS Steel Tube X-Joints Under Quasi-Static Loading
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摘要: 为获得X型圆钢管相贯节点的超低周疲劳裂纹萌生寿命,对9个不同几何参数的X型圆钢管相贯节点进行数值模拟分析。采用钢材混合强化模型和循环孔穴增长模型(CVGM)对X型圆钢管相贯节点进行有限元分析,并运用ABAQUS子程序预测节点在不同等幅往复荷载作用下的超低周疲劳裂纹萌生寿命;根据正交设计试验理论,对X型圆钢管相贯节点的疲劳裂纹萌生寿命影响因素——支管与主管管径比β、主管径厚比γ进行参数化分析。研究结果表明:β越小,X型圆钢管相贯节点的裂纹萌生寿命越大;γ越大,X型圆钢管相贯节点的裂纹萌生寿命越大。最后基于裂纹萌生寿命的参数化分析结果,提出预测X型圆钢管相贯节点超低周疲劳裂纹萌生寿命的经验公式。Abstract: To obtain the fatigue crack initiation life of unstiffened CHS X-joints under quasi-static loading, nine groups of unstiffened joints with different geometric parameters were numerically simulated. The hybrid strengthening model of steel and the cyclic hole growth model (CVGM) were used to predict the fatigue crack initiation life of unstiffened X-joints under quasi-static loading and various equal amplitude reciprocating loads. According to the orthogonal design test theory, parametric analysis was carried out on the influencing factors of fatigue crack initiation life (diameter ratio of branch pipe to main pipe β, diameter-thickness ratio of main pipe γ) of unstiffened X-joints. The results showed that the larger the diameter ratio of branch pipe to main pipe, the smaller the crack initiation life of unstiffened X-joints. The larger the diameter-thickness ratio of the main pipe, the longer the crack initiation life of the unstiffened X-joints is. Finally, based on the parametric analysis results of crack initiation life, an empirical formula for predicting the fatigue crack initiation life of unstiffened X-joints under quasi-static loading was proposed.
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