1673-159X

CN 51-1686/N

轮边驱动电动客车扭杆弹簧双横臂独立悬架强度分析方法

Strength Analysis Method of Double Wishbone Independent Suspension with Torsion Bar Spring of Wheel Driven Electric Bus

  • 摘要: 针对轮边驱动电动客车的扭杆弹簧双横臂独立悬架强度分析方法不成熟的问题,在分析该类悬架结构特点的基础上,利用有限元技术,构建适用于该悬架特征的有限元分析模型;将经过有效性验证的模型用于评估悬架强度,形成轮边驱动电动客车扭杆弹簧双横臂独立悬架的强度分析方法。以轮边驱动电动客车扭杆弹簧双横臂独立悬架为案例,计算7种典型载荷工况下的悬架等效应力及位移,结果表明:衬套、球铰、限位块等刚度和自由度的合理设置以及预载的正确施加验证了该模型的有效性;由于扭杆支架结构的薄弱性、结构承载的不均衡性以及存在扭杆弹簧应力集中的情况,导致极限工况下最大等效应力达到1 800 MPa,强度不满足设计要求。最后根据计算结果提出结构优化建议,并进一步通过计算验证了结构改进的有效性,整个悬架在极限工况下的最大等效应力降低为993 MPa,扭杆支架最大等效应力在700 MPa以内。

     

    Abstract: For the strength analysis problem of double wishbone independent suspension with torsion bar spring of wheel driven electric bus, the characteristics of the suspension structure was analyzed, and the model suitable for the suspension characteristics was built, which was verified effectively by finite element technology. The model was used to evaluate the strength of the suspension so as to form a strength analysis method of double wishbone independent suspension with torsion bar spring of the wheel driven electric vehicle. Based on the strength analysis method, the equivalent stress of wheel driven electric bus suspension under seven typical load conditions was calculated. The results show that the model was verified validly because of the reasonable setting of stiffness and degree of freedom of bushings, spherical hinges, buffering blocks and correct application of preload. The maximum equivalent stress of the suspensionunder extreme condition is 1 800 MPa, which can't meet the requirements, due to the weakness of the structure of the bracket, the unbalanced bearing capacity of the structure and stress concentration of the torsion bar. Finally, reasonable structural optimization recommendations are proposed based on the calculation results, and the optimized structure is proved, where the maximum equivalent stress of entire suspension under extreme conditions is reduced to 993MPa, and the maximum equivalent stress of the torsion bar bracket is within 700Mpa. This paper aims to provide a feasible and effective engineering analysis method for the strength analysis of this type of suspension.

     

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