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Multiaxial softening hinge model for tubular vehicle roll-over protective structures

机译:管状车辆侧翻保护结构的多轴软化铰链模型

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摘要

The purpose of the work described in this paper is to provide a computational tool for the design of roll-over protective structures (ROPS) comprised of thin-walled rectangular tubes. This tool simulates the multi-stage, regulatory quasi-static loading test (SAE Standard, SAE J1040 APR88) that new designs must pass. These tests are claimed to be indications of the performance of a ROPS under real (dynamic) roll-over conditions. The collapse of the framework involves large, three-dimensional deformation, which results mainly from large rotations in each member due to bending and torsion. To establish constitutive relationships for a framework model, biaxial bending collapse behaviour of thin-walled rectangular tubes was investigated using a kinematic approach to generate the bending interaction curves. The interaction between bending and torsion was examined separately using extensive finite element analyses of cantilevers modelled by the commercial finite element code ABAQUS. Approximate constitutive relationships were then formulated for a 'hinge super-element' to be implemented via the user-defined element subroutine UEL in ABAQUS. The hinge element consists of two nodes separated by a small distance. Each node has six degrees of freedom and the components of stiffness at each node are initially set to sufficiently large values to provide rigid response in the pre-collapse stage. When the collapse criterion is satisfied for the first time, the hinge element is switched to 'softening' hinge response and thereafter follows the local softening behaviour of a closed-section tube by modifying the stiffness of the three rotational components according to the constitutive relationships. To test the validity of the hinge model, the response of a simple, scaled ROPS to a simulated prescribed regulatory test load history (SAE Standard) was compared with the results from the analysis of an equivalent shell element model. Good agreement is demonstrated between the two models.
机译:本文所述工作的目的是提供一种用于设计由薄壁矩形管组成的翻倒保护结构(ROPS)的计算工具。该工具模拟新设计必须通过的多阶段,法规性准静态负载测试(SAE标准,SAE J1040 APR88)。这些测试声称是ROPS在实际(动态)翻转条件下的性能指标。框架的塌陷涉及大的三维变形,这主要是由于弯曲和扭曲导致每个构件的大旋转所致。为了建立框架模型的本构关系,使用运动学方法研究了薄壁矩形管的双轴弯曲塌陷行为,以生成弯曲相互作用曲线。使用商业有限元代码ABAQUS建模的悬臂的广泛有限元分析,分别检查了弯曲和扭转之间的相互作用。然后为“铰链超级元素”制定了近似本构关系,以通过ABAQUS中的用户定义的元素子例程UEL来实现。铰链元件由相距较小的两个节点组成。每个节点具有六个自由度,并且每个节点处的刚度分量初始设置为足够大的值,以在崩溃前阶段提供刚性响应。首次满足塌陷标准时,将铰链元件切换为“软化”铰链响应,然后通过根据本构关系修改三个旋转组件的刚度来遵循封闭截面管的局部软化行为。为了测试铰链模型的有效性,将简单,按比例缩放的ROPS对模拟规定的调节试验载荷历史(SAE标准)的响应与等效壳单元模型的分析结果进行了比较。两种模型之间显示出良好的一致性。

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