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Energy-absorbing analysis and reliability-based multiobjective optimization design of graded thickness B pillar with grey relational analysis

机译:基于灰关联分析的梯度B厚柱吸能分析和基于可靠性的多目标优化设计

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The functionally graded property structures, as a relatively novel configuration with higher material utilization rate, have been increasingly captured researcher's attention to date. In this paper, a functionally graded thickness (FGT) B pillar, which is characterized by a thicker wall thickness in load-bearing regions and a thinner wall thickness in other areas, is introduced to investigate its energy-absorbing and bending performance. And the reliability-based multiobjective optimization with grey relational analysis is carried out to solve infeasibility created by violation of constraint for conventional deterministic optimization via considering uncertainties of design parameters. Based on the validated finite element model, the FGT B pillar with three configurations and the corresponding uniform thickness (UT) B pillar are compared to explore the benefits of B pillar with different thickness layouts. And it reveals that the FGT B pillars, especially double functionally graded thickness (DFF) with different gradient exponents n for upper and lower part, exhibit superior crashworthiness to the UT B pillar. In addition, in order to research the distinctness between deterministic and reliable optimization in its entirety, multi-response optimization problems, coupling the high-accuracy Radical Basis Functions Network (RBF) and Monte Carlo Simulation (MCS), are established to produce a set of non-dominated solutions. The optimization results demonstrate that reliable Pareto fronts slightly are shifted away with diminishing performance from their deterministic counterpart attributable to its considered uncertainties, but significantly improve its reliability. Beyond that, a grey relational analysis combined with grey entropy is proposed to strike a desirable balance to the specific energy absorption (SEA) and the peak crashing force (F-max) from Pareto-set under the condition of satisfied intrusion (Ma_In) constraint. Finally, the optimized result illustrates that the thickness variations of the upper and lower parts of the B column are subjected to concave and linear function distribution, respectively, which can provide some guidance for practical engineering with insightful design information.
机译:迄今为止,功能梯度特性结构作为一种具有较高材料利用率的相对新颖的配置,已越来越引起研究人员的关注。本文介绍了功能梯度厚度(FGT)B柱,其特征是在承重区域的壁厚较厚,而在其他区域的壁厚较薄,旨在研究其能量吸收和弯曲性能。针对设计确定性的不确定性,针对传统的确定性优化,进行了基于可靠性的多目标优化与灰色关联分析,解决了因约束而导致的不可行性。在验证的有限元模型的基础上,比较了具有三种配置的FGT B立柱和相应的均匀厚度(UT)B立柱,以探索不同厚度布局的B立柱的优势。结果表明,FGT B支柱,特别是上部和下部具有不同梯度指数n的双功能梯度厚度(DFF),具有比UT B支柱更高的耐撞性。此外,为了全面研究确定性优化与可靠优化之间的区别,建立了将高精度径向基函数网络(RBF)和蒙特卡洛模拟(MCS)结合起来的多响应优化问题非主导解决方案。优化结果表明,可靠的Pareto前沿由于其不确定性而与确定性对应关系略有偏离,从而降低了性能,但显着提高了其可靠性。除此之外,提出了一种灰色关联分析与灰色熵相结合的方法,可以在满足入侵(Ma_In)约束的情况下,达到比能吸收(SEA)和帕累托集的最大碰撞力(F-max)的理想平衡。 。最后,优化结果表明,B柱上部和下部的厚度变化分别经历了凹函数和线性函数分布,这可以为具有深刻见解的设计信息的实际工程提供一些指导。

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