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首页> 外文期刊>International journal of crashworthiness >Crash worthiness design of thin-walled curved beams with box and channel cross sections
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Crash worthiness design of thin-walled curved beams with box and channel cross sections

机译:箱形和槽形截面的薄壁弯曲梁的抗撞强度设计

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摘要

This paper presents a crashworthiness design of thin-walled curved steel beams with box and channel cross section. Three parameters are chosen as design variables and optimised to acquire the maximisation of the beam's energy absorption capacity during crashes. In this study, the thin-walled curved beam's energy absorption capacity is expressed in terms of the specific energy absorption (SEA), and the response surface method is employed to formulate the SEA as a function of the three design variables. Finite element (FE) models for such beams are created and used for crashworthiness analyses for the objective of deriving such functions. After having the optimal designs, the effects of the design variables on the curved beam's crash performance are investigated through parametric studies. Finally, simplified FE models are created for the thin-walled curved beams again and used for the same optimisation problem. The optimal designs obtained from the simplified FE models are compared to the previous ones to validate the simplified FE models as well as the simplified modelling method.
机译:本文提出了具有箱形和槽形截面的薄壁弯曲钢梁的耐撞性设计。选择三个参数作为设计变量,并对其进行优化以在碰撞过程中获得最大的梁能量吸收能力。在这项研究中,薄壁弯曲梁的能量吸收能力用比能量吸收(SEA)表示,并采用响应面法将SEA公式化为三个设计变量的函数。创建此类梁的有限元(FE)模型,并将其用于耐撞性分析,以求得此类功能。在具有最佳设计之后,通过参数研究来研究设计变量对弯曲梁碰撞性能的影响。最后,再次为薄壁弯曲梁创建简化的有限元模型,并将其用于相同的优化问题。从简化的有限元模型获得的最佳设计与以前的模型进行比较,以验证简化的有限元模型和简化的建模方法。

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