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桥梁钢对接焊缝接头残余应力分布影响因素研究

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为了研究不同因素对桥梁钢对接焊缝接头残余应力分布的影响,建立了Q345qDNH桥梁钢对接焊接有限元模型,分析了在材料属性和焊缝余高2个因素影响下的残余应力分布规律.结果表明:未考虑应变随温度变化的钢板试件,其焊接残余应力最大值分布区域比考虑应变随温度变化情况下的残余应力分布区域大,焊接热影响范围较广,而考虑应变变化的试件,其残余应力数值相对较大;焊缝余高的存在会使焊接接头焊趾处出现明显的应力集中现象.
Research on Factors Influencing Residual Stress Distribution of Butt Weld Joints of Bridge Steel
In order to study the influence of different factors on the residual stress distribution of butt weld joints of bridge steel,this project established a finite element model reflecting the butt welding process of Q345qDNH bridge steel to analyze the rule the residual of stress distribution.Two influence factors,including material properties and weld reinforcement,were considered in the model.The results show that the maximum distribution area of welding residual stress is larger than that of the steel plate specimen without considering the change of strain with temperature,and the range of welding heat influence is wider,while the residual stress value of the specimen considering the strain change is relatively larger.The existence of residual height will cause obvious stress concentration at the welding toe of the welded joint.

bridge steelbutt weldnumerical simulationresidual stressinfluence factor

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中铁十九局集团广州工程有限公司,广州 511458

桥梁钢 对接焊缝 数值模拟 残余应力 影响因素

2024

天津城建大学学报
天津城市建设学院

天津城建大学学报

影响因子:0.385
ISSN:2095-719X
年,卷(期):2024.30(2)
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