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超声冲击处理对钢桥面板双面焊构造细节 残余应力的影响

Effect of ultrasonic impact treatment on residual stress in double-sided welded details of steel bridge decks

  • 摘要: 为研究不同超声冲击处理(ultrasonic impact treatment, UIT)工艺参数对正交异性钢桥面板(orthotropic steel decks, OSDs)U肋双面焊接头焊接残余应力(welding residual stress, WRS)的影响,建立U肋双面焊连接部位焊接以及UIT三维有限元模型,通过试验数据验证了建立的UIT有限元模型以及焊接模拟方法.基于热-弹塑性有限元法对该双面焊构造进行焊接过程数值模拟,将WRS作为UIT模型的预加应力场,分析了冲击速度、针直径、冲击叠加距离及偏移量等工艺参数对双面焊构造细节WRS的影响.结果表明,冲击速度与针直径是调控双面焊接头焊趾区WRS幅值的关键参数,而冲击叠加距离与偏移量主要影响WRS在板内的分布形态.当冲击针速度为5 m/s时,冲击残余压应力层深度达1.92 mm. 当针直径由2 mm增加至5 mm时,试件表面残余压应力最大值提升112%.随叠加距离的增加,焊趾处沿板厚方向冲击残余压应力区域表现出不对称偏移特征,其影响区域可达板厚的36% ~ 48%. 当偏移量从1.5 mm减小至0.1 mm时,材料表层积累的塑性应变量较1.5 mm工况增加约23%,冲击残余压应力的分布更加均匀.

     

    Abstract: To investigate the influence of different ultrasonic impact treatment (UIT) parameters on welding residual stress (WRS) in U-rib double-sided welded joints of orthotropic steel decks (OSDs), a three-dimensional finite element model was established for the welding process and UIT application at double-sided welded connections of U-ribs. The established UIT finite element model and welding simulation method were validated through experimental data. Based on the thermo-elastoplastic finite element method, a numerical simulation of the welding process for the double-sided welded structure was conducted, and WRS was used as the pre-applied stress field for the UIT model. The effects of process parameters such as impact velocity, needle diameter, overlapping distance, and offset on WRS in the double-sided welded details were analyzed. The results indicate that impact velocity and needle diameter are the key parameters for regulating the WRS amplitude in the weld toe zone of double-sided welded joints, while overlapping distance and offset primarily influence the distribution pattern of WRS within the plate. When the impact velocity is 5 m/s, the depth of the impact residual compressive stress layer reaches 1.92 mm. When the needle diameter increases from 2 mm to 5 mm, the maximum residual compressive stress on the specimen surface increases by 112%. With the increase of overlapping distance, the impact residual compressive stress area along the plate thickness direction at the weld toe exhibits an asymmetric offset feature, and its influence area reaches 36%–48% of the plate thickness. When the offset decreases from 1.5 mm to 0.1 mm, the accumulated plastic strain on the material surface layer increases by approximately 23% compared with the 1.5 mm condition, and the distribution of impact residual compressive stress becomes more uniform.

     

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