约束状态对不锈钢车底架焊接变形影响的仿真研究

Simulation study on the influence of constraint states on welding distortion of stainless steel rail vehicle chassis

  • 摘要: 轨道车辆的焊接变形控制决定着车辆的装配精度。然而,基于传统试验方法确定的最优装卡方案成本较高,而数值模拟计算方法则在焊接变形控制方面展现出了明显优势。研究以SUS301L不锈钢车辆底架为研究对象,采用“顺序热力耦合+固有应变计算”的研究方法,首先,提取通过车辆底架的典型接头形式,建立局部有限元模型,并进行顺序热力耦合计算。然后,提取局部模型的固有应变,将其加载至车辆底架焊接仿真当中,进而计算不同约束状态下的焊接变形。结果表明:(1)模拟得到的焊接温度场分布趋势与实际焊接过程较为相符,表明双椭球热源可以较好地表征焊接过程的温度场;(2)自由状态和全约束状态下的焊后残余应力均集中在焊缝及其附近区域,峰值Mises应力均为601MPa,产生了明显的焊接硬化;(3)自由状态和全约束状态下的底架焊后垂向变形分别为13.56mm和2.605mm,全约束状态的焊接变形得到了较好的控制。此外,自由条件工况下最大变形量位于底架的中间位置,表现为明显的上凸状挠曲变形,而全约束状态下的焊接变形位于底架端部区域,其变形更易于通过装卡控制。本研究为轨道车辆关键结构的焊接变形控制方案优化提供了理论依据。

     

    Abstract: The welding deformation control of rail vehicles determines the assembly accuracy of the vehicles. However, the optimal clamping scheme determined based on traditional experimental methods has a higher cost, while numerical simulation calculation methods have shown significant advantages in welding deformation control. The study takes SUS301L stainless steel vehicle chassis as the research object and adopts the research method of "sequential thermal coupling+inherent strain calculation". Firstly, typical joint forms passing through the vehicle chassis were extracted, a local finite element model was established on this basis, and sequential thermal coupling calculation was carried out. Then, the inherent strain of the local model was extracted and loaded into the vehicle chassis welding simulation to calculate the welding deformation under different constraint states. The results showed that: (1) the simulated welding temperature field distribution trend is consistent with the actual welding process, indicating that the double ellipsoid heat source can better characterize the temperature field of the welding process; (2) the residual stresses after welding in both the free state and fully constrained state were concentrated in the weld seam and its vicinity, with a peak Mises stress of 601MPa, resulting in significant welding hardening; (3) the vertical deformation of the chassis after welding in the free state and fully constrained state is 13.56mm and 2.605mm, respectively, and the welding deformation in the fully constrained state is well controlled. In addition, the maximum deformation under free conditions is located in the middle position of the chassis, showing obvious upward convex bending deformation, while the welding deformation under full constraint is located in the end area of the chassis, which is easier to control through clamping. This study provides a theoretical basis for optimizing the welding deformation control scheme of key structures in rail vehicles.

     

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