正极力广义荷载作用下柱形优化

J. Szmidla, A. Jurczyńska
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引用次数: 0

摘要

摘要本文考虑了柱形优化问题,该柱形在广义荷载作用下具有指向正极的力(L. Tomski荷载,比荷载)。基于哈密顿原理,建立了描述该系统的运动微分方程和边界条件。考虑稳定性损失的动力学判据和总体积不变的条件,选定了加载结构的几何和物理参数,确定了固有频率随外部载荷的变化范围。在此基础上,确定了各柱段的几何参数值,得到了最大临界荷载值。为了找到最大临界力,它是一个多变量的函数,使用了模拟退火算法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Shape Optimization of a Column under Generalized Load with a Force Directed towards Positive Pole
Abstract In this paper, the issue of shape optimization of a column subjected to the generalized load with a force directed towards the positive pole (L. Tomski’s load, specific load) was considered. Based on the Hamilton’s principle, the differential equations of movement and boundary conditions describing the system were formulated. Taking into account a kinetic criterion of stability loss and a condition of constant total volume, the scope of changes in natural frequency as a function of an external load was determined with selected geometrical and physical parameters of the loading structure. On the basis of obtained results, values of geometrical parameters of individual column segments were determined, at which the maximum critical load value was obtained. In order to find the maximum critical force, which is a function of many variables, the simulated annealing algorithm was used.
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