一种结构仿生合理化方法的数值验证

V. Shmukler, O. Lugchenko, A. Nazhem
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引用次数: 0

摘要

. 本文提供了前向工程(智能)梁的设计过程。该技术是对拓扑(仿生)优化的独家改进。它基于新的能量原理和算法,用于连续构建结构的几何和/或物理-机械“模式”。以形成能量均匀强度梁为例,说明了该方法的计算过程。该解决方案以分析方式构建,以显示所需操作的细微差别。同时,上述实例表明,引入的优化准则为en→const和U→inf(其中,en为归一化潜在变形能密度值,U为潜在变形能),导致结构体体积最小,挠度最小。该方法的一个基本要素是使用了一种新的极限状态准则,它提供了对单元应力的估计。在这种情况下,材料的性质和应力应变状态的类型被考虑在内。所得到的解析解作为该方法一般计算过程的检验。在这方面,本文给出了解析解和数值解的结果。计算过程的有效性通过其收敛速度和几何结构参数(拓扑)与测试用例的最小变化来验证。结果表明,所得到的逐级复杂梁结构可以通过统一化来简化,统一化是用动态规划方法实现的。所讨论的方法的计算操作的技术流程是通过具有基本外部和复杂内部几何结构的单元(梁)的构建来完成的。通过在实际工程中的应用,验证了理论结果的可行性。
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NUMERICAL VERIFICATION OF ONE APPROACH OF BIONIC RATIONALIZATION OF STRUCTURES
. The paper provides the procedure of forward-engineering (intelligent) beam design. This technology is an exclusive modification of topological (bionic) optimization. It is based on the new energy principles and the algorithms for successive construction of geometric and/or physical-mechanical “pattern” of a structure. The sequence of computational operations of the method in question is illustrated on example of forming beams of energetically uniform strength. The solution is built analytically to show the nuances of the operations required. Simultaneously, the proceeding examples show that the introduced optimization criteria in the form of e n → const and U → inf U (here, e n is the value of the normalized potential deformation energy density, and U is the potential deformation energy) cause, including, the minimum volume of constructs, and their minimum deflections. A fundamental element of the given approach is the use of a new criterion for the limit state, which provides an estimate of the element’s stress. In this case, the properties of the material and the type of the stress and strain state are taken into account. The analytical solution obtained was used as a checkup test for the general computational procedure of the method in question. In this connection, the paper features the results of analytical and numerical solutions. The efficiency of the computational procedure is confirmed by the rate of its convergence and the minimal variation of geometrical construction parameters (topology) with test cases. It is shown that the resultant stepwise complex beam structure can be simplified through unification, which is carried out by the method of dynamic programming. The technological flow of computational operations of the method in question is completed by the construction of elements (beams) with basic external and complex internal geometry. The feasibility of the theoretical results obtained is confirmed by their implementation in the construction of various projects.
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