基于多重碰撞数据的非线性车辆有限元模型验证

A. Zaouk, N. Bedewi, C. Kan, D. Marzougui, Fhwa
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引用次数: 61

摘要

FHWA/NHTSA国家碰撞分析中心开发了1994年雪佛兰C-1500皮卡的详细多用途有限元模型。该模型是第一个专门为解决车辆安全问题而开发的模型,包括前部和侧面性能,以及道路侧硬件设计。前一种应用通常涉及较大的区域变形,冲击持续时间不超过150毫秒。后者包括车辆大部分的损坏,并且由于车辆与撞击装置之间的相互作用时间较长,再加上需要观察撞击后的动力学,因此需要长达1秒的模拟。本文描述了用该模型对公路正面全障面和中间障面碰撞进行非线性有限元计算机模拟的结果。这些模拟是为了支持美国国家公路交通安全管理局(NHTSA)和联邦公路管理局(FHWA)正在进行的研究,以调查车辆兼容性、新的偏移屏障测试以及公路/车辆安全问题。由NHTSA和FHWA进行的全尺寸车辆碰撞试验用于评估模型的性能。两种测试进行了比较,正面冲击全刚性墙和转角冲击42英寸垂直混凝土中间。在整体冲击变形、部件失效模式、车辆不同位置的速度和加速度等方面,对试验和模拟结果进行了比较。讨论了元件尺寸、连接性和不同部件的滑动线接口等建模问题。此外,还讨论了仿真相关的硬件和软件问题。结果清楚地表明,该模型与全尺寸试验一致。需要进行额外的模拟以充分评估和验证该模型。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Validation of a Non-Linear Finite Element Vehicle Model Using Multiple Impact Data
A detailed multi-purpose finite element model of a 1994 Chevrolet C-1500 pick-up truck was developed at the FHWA/NHTSA National Crash Analysis Center. The model is the first of its kind developed specifically to address vehicle safety issues, including front and side performance, as well as road side hardware design. The former application typically involves large regional deformation with impact durations of no more than 150 msec. The latter encompasses damage along a larger portion of the vehicle, and due to longer interaction time between the vehicle and impacted device coupled with the need to observe post impact dynamics, requires simulations that could last as long as 1 second. This paper describes the results of a non-linear finite element computer simulation using this model for frontal full barrier and median highway barrier impacts. These simulations are conducted in support of research studies undergoing at the National Highway Traffic Safety Administration (NHTSA) and the Federal Highway Administration (FHWA) to investigate vehicle compatibility, new offset barrier tests, and highway/vehicle safety issues. Full scale vehicle crash tests conducted by NHTSA and FHWA are used for evaluation of the performance of the model. Two tests are compared, a frontal impact with a full rigid wall and a corner impact to a 42-inch Vertical Concrete Median. The comparisons between tests and simulations in terms of overall impact deformation, component failure modes, velocity and acceleration at various locations in the vehicle are presented. Modeling issues including element size, connectivity, and slide line interface of different parts are discussed. In addition, some simulation related hardware and software issues are addressed. The results clearly indicate the model to be consistent with the full scale tests. Additional simulations need to be performed to fully evaluate and validate the model.
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