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Optimization and Postbuckling Analysis of Curvilinear-Stiffened Panels Under Multiple-Load Cases

机译:多荷载工况下曲线加筋板的优化与屈曲分析

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Recent studies have indicated that panels with curvilinear stiffeners offer a strong potential for structuralntailoring. However, the design complexity requires use of numerical analysis and optimization techniques. Thisnpaper considers the problem of optimal design of a stiffened panel with cutouts and curvilinear stiffeners, undernmultiple-load cases. Multiple failure modes are considered: buckling, damage tolerance, stress, and crippling. Annoptimization framework is presented to minimize mass of the stiffened panel by a combined shape and sizingnoptimization subject to constraints on the individual failure modes. Different panel thicknesses are allowed for eachnregion bounded by stiffeners or panel boundaries. The framework uses Python scripts to couple ABAQUS-basednanalysis with VisualDoc optimization package. A design example is presented to illustrate the capability, and thenoptimized design is compared with that obtained using industry-standard practices. A postbuckling analysis of thenoptimal design with four curvilinear stiffeners is carried out and discussed in detail.
机译:最近的研究表明,具有曲线加劲肋的面板为结构定制提供了强大的潜力。但是,设计复杂性要求使用数值分析和优化技术。本文考虑了在多载荷情况下带有切口和曲线加劲肋的加劲板的优化设计问题。考虑了多种失效模式:屈曲,破坏容限,应力和破坏。提出了非优化框架,通过结合形状和尺寸优化来减小加劲板的质量,该优化受制于各个破坏模式的约束。对于由加劲肋或面板边界界定的每个区域,允许使用不同的面板厚度。该框架使用Python脚本将基于ABAQUS的分析与VisualDoc优化包结合在一起。给出一个设计示例以说明该功能,然后将优化设计与使用行业标准实践获得的设计进行比较。对带有四个曲线加劲肋的最优设计进行了屈曲后分析,并进行了详细讨论。

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