首页> 外文期刊>International Journal for Computational Civil and Structural Engineering >ASSESSMENT OF THE PROXIMITY OF DESIGN TO MINIMUM MATERIAL CAPACITY SOLUTION OF PROBLEM OF OPTIMIZATION OF THE FLANGE WIDTH OF I-SHAPED CROSS-SECTION RODS WITH ALLOWANCE FOR STABILITY CONSTRAINTS OR CONSTRAINTS FOR THE VALUE OF THE FIRST NATIONAL FREQUE
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ASSESSMENT OF THE PROXIMITY OF DESIGN TO MINIMUM MATERIAL CAPACITY SOLUTION OF PROBLEM OF OPTIMIZATION OF THE FLANGE WIDTH OF I-SHAPED CROSS-SECTION RODS WITH ALLOWANCE FOR STABILITY CONSTRAINTS OR CONSTRAINTS FOR THE VALUE OF THE FIRST NATIONAL FREQUE

机译:评估设计与最小材料能力解决问题的最小材料能力解决,其占稳定性约束或第一个国家常量价值的津贴或限制的津贴

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摘要

There are known methods for optimizing the flange width of I-shaped cross-section rods with stability constraints or the constraints for the value of the first natural frequency. Corresponding objective function has the form of the volume of the flange material for the case when only the flange width varies and the cross-section height, wall thickness and flange thickness are specified. Special criterion for assessment of proximity of corresponding an optimal solution to the design of minimal material capacity was formulated for the considering problem. In this case, the resulting solution may not meet some other unaccounted constraints, for example, strength requirements. Modification of solution in order to meet previously unaccounted constraints does not allow researcher to consider such design as optimal. In the distinctive paper allowance for strength requirements, stability constraints or constraints for the value of the first natural frequency are proposed within considering problem of optimization. Special approach is formulated, which proposes to assess proximity to the design of minimum of material capacity obtained as a result of optimization. Increment of the objective function and criteria corresponding to constrains and restrictions are under consideration within computational process.
机译:有了已知的方法,用于优化具有稳定约束的I形横截面杆的法兰宽度或第一自然频率值的约束。相应的物镜功能具有凸缘材料的体积的形式,因为仅指定了凸缘宽度和横截面高度,壁厚和法兰厚度。为考虑问题制定了对相应的最佳解决方案的邻近邻近进行了最佳解决方案的特殊标准。在这种情况下,所得到的解决方案可能不符合其他一些未分析的约束,例如强度要求。解决方案的修改以满足以前未计算的约束不允许研究人员将这种设计视为最佳的设计。在考虑优化问题的情况下,提出了在考虑优化问题时提出了强度要求的独特要求,稳定性约束或限制,而是在考虑到优化问题。制定了特殊方法,提出了评估了由于优化而获得的最小材料容量的邻近。在计算过程中正在考虑对应于约束和限制的目标函数和标准的增量。

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