钢管相贯节点焊接残余应力与热损伤的非线性有限元分析
Nonlinear finite element analysis of residual stresses and thermoharm in direct welded K-joint of steel tubular members
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摘要: 分析钢管相贯节点的残余应力是研究其极限承载力和疲劳寿命不能回避的问题。针对K形钢管相贯节点焊接时的热作用特点,通过对焊接过程中加热与冷却温度场的正确描述,并采用相应的热传导数学和物理模型,进行温度场和应力场的耦合计算,考虑钢材热物理、力学参数随温度变化的非线性性能,得出的残余应力分布规律与残余变形,比较理想地与节点试验的破坏模式相吻合。针对相贯节点试验中支管屈曲的破坏形式,提出了焊接热损伤的概念和机理。Abstract: It is necessary to study the residual stresses and thermo-harm of the direct welding joint of steel tubular members for researching the calculation of ultimate strength and fatigue life.According to the thermo-effect of welding process of tubular K-joint, the description of temperature field for welding process during heating and cooling, the mathematical model of heat transfer and phy sical model suitable to practical production, the coupling-calculation of temperature field and welding stress filed has been taken.The thermo- physical performance parameters and mechanical property parameters as the nonlinear functions of temperature were taken into consideration. The distributions of residual stresses and residual strains were in agreement with the experimental failure pattern of tubular Kjoint. For the local buckling failure of brace tube in tubular K-joint experiment, the concept and principle of welding thermo-harm is presented.