共查询到19条相似文献,搜索用时 218 毫秒
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纸拱桥结构模型优化建模分析——大学生结构设计竞赛谈 总被引:1,自引:0,他引:1
以大学生结构设计竞赛为背景,以纸拱桥结构模型为分析实例,引导大学生讨论如何运用数学规划思想来进行结构优化分析,培养大学生的学习主动性和创造性.通过对拟定的结构竞赛规则下的结构进行受力定性分析,建立了纸拱结构寻优的数学规划模型,以拱桥质量最轻为目标函数,结构在特定荷载作用和材料特性条件下,满足材料强度极限值和稳定性要求作为约束条件,分析求解纸拱结构模型的拱轴线,截面形状与尺寸相关的等决策变量的最优解.求解得到了拱轴线函数的解析解特例,并采用简单迭代运算求解了拱截面尺寸的最优解. 相似文献
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基于拓展多尺度有限元的点阵材料结构最小柔顺性设计 总被引:1,自引:0,他引:1
本文应用拓展的多尺度有限元法(Extended Multiscale Finite Element Method),以微观构件的截面积为设计变量,研究了体积约束下点阵材料构成结构的最小柔顺性设计问题。建立了适应具有复杂几何形状和载荷边界的点阵材料结构的优化模型,应用序列二次规划算法对悬臂梁和L形梁算例在线性边界条件和周期性边界条件下进行了优化设计,讨论了点阵材料微结构尺寸效应对优化结果的影响,验证了优化模型和求解算法的可靠性,为点阵材料应用于复杂实际工程结构的优化设计提供了新的技术手段。 相似文献
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形状优化数值方法与自适应运动极限 总被引:5,自引:0,他引:5
本文对结构形状优化问题,结构截面尺寸优化问题和一般数学规划方法作了比较,讨论了一维搜索策略对优化方法的效率和严谨性的影响;根据粗糙一维搜索思想,构造了带自适应运动极限的序列线性规划法,用来解平面应力(应变)结构形状优化问题中出现的极小-极大问题,作了数值比较。附录给出了灵敏度计算公式。 相似文献
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本文的工作涉及数学与力学两方面,数学方面:(1) 将数学规划论中新提出的互逆规划,从 s-m 型 (或称为 m-s 型) 发展出 s-s 型和 m-m 型互逆规划 (其中 s 意为单目标,m 意为多目标),从而使互逆规划的定义完备成为 3 种;(2) 从 KKT 条件审视互逆规划的两方面,得到了互逆规划双方求解涉及拟同构和拟同解的 3 个定理,并且予以证明,提供了在求解中对于互逆规划双方在求解中相互借鉴的理论基础;(3) 对一对互逆规划双方皆合理的情况和某一方不合理的情况,皆给出了求解策略和具体解法. 力学方面:(1) 给出结构优化设计模型合理与否的诠释;(2) 在互逆规划对结构拓扑优化的应用中,提出了不合理结构拓扑优化模型的求解策略;(3) 给出了借助 MVCC 模型 (多个柔顺度约束下的体积最小化) 解决 MCVC 模型 (对于给定体积下的多个柔顺度的最小化) 的途径,其中的建模基于 ICM (独立连续映射) 方法. 用 Matlab 编程给出了数值算例. 其中两个数学问题图示了互逆规划的双方关系;其中,结构拓扑优化问题是众多结构拓扑优化中的两个个案;数值结果均支持了本文提出的互逆规划理论. 相似文献
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针对结构声学耦合系统的界面载荷传递问题,提出了一种基于约束最优化模型的局部参数插值算法。耦合界面处结构和流体单元表面坐标通过各自的形状函数进行插值,把界面载荷在互不匹配的网格节点间的传递问题转化为一个点到用自然坐标表示的有限边界曲面的最小距离问题,以便利用成熟稳定的优化算法对其进行高效求解。与已有方法相比,该算法在耦合界面单元为曲面的情况下仍能保持较高的计算精度。本文给出的数值算例验证了本算法的有效性和可靠性。 相似文献
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本文的工作涉及数学与力学两方面,数学方面:(1) 将数学规划论中新提出的互逆规划,从 s-m 型 (或称为 m-s 型) 发展出 s-s 型和 m-m 型互逆规划 (其中 s 意为单目标,m 意为多目标),从而使互逆规划的定义完备成为 3 种;(2) 从 KKT 条件审视互逆规划的两方面,得到了互逆规划双方求解涉及拟同构和拟同解的 3 个定理,并且予以证明,提供了在求解中对于互逆规划双方在求解中相互借鉴的理论基础;(3) 对一对互逆规划双方皆合理的情况和某一方不合理的情况,皆给出了求解策略和具体解法. 力学方面:(1) 给出结构优化设计模型合理与否的诠释;(2) 在互逆规划对结构拓扑优化的应用中,提出了不合理结构拓扑优化模型的求解策略;(3) 给出了借助 MVCC 模型 (多个柔顺度约束下的体积最小化) 解决 MCVC 模型 (对于给定体积下的多个柔顺度的最小化) 的途径,其中的建模基于 ICM (独立连续映射) 方法. 用 Matlab 编程给出了数值算例. 其中两个数学问题图示了互逆规划的双方关系;其中,结构拓扑优化问题是众多结构拓扑优化中的两个个案;数值结果均支持了本文提出的互逆规划理论. 相似文献
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把离散变量结构优化设计问题转化为一般的0-1规划问题,进一步把该问题转化为一个带有互补约束的优化问题,利用NCP函数,最终得到待以求解的连续优化问题。离散优化到基于NCP函数的连续优化变换在理论上是等价的,可以利用普通的数学规划方法实施求解。数值算例的计算结果验证了该连续化方法的可行性与有效性。 相似文献
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本文研究数学规划加权残值法在非线性微分方程求解中的应用,利用数学规划加权残值法和LP模理论,把非线性微分方程边值问题转化为一个可微分的无约束非线性优化问题,从而运用成熟稳定的寻优方法求得问题的解。文中数字计算例子表明本文方法可以快速有效地求解非线性微分方程。 相似文献
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《International Journal of Solids and Structures》1999,36(14):2021-2040
A procedure is developed for simultaneous shape and topology design optimization of linear elastic two-dimensional continuum structures. An intuitive approach is presented to treat such topological problems whereby material is eliminated from within the structure (by introducing holes at regions of low stress) through a sequence of shape optimization processes. A mathematical programming technique coupled with the boundary element (BE) method of response and sensitivity analyses enables the optimal positioning of these holes plus optimization of the overall structural shape. The analytical derivative BE formulation is explained together with the use of appropriate design velocity fields, and example problems are solved to demonstrate the optimization procedure. 相似文献
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Summary The research recently conducted has demonstrated that the Boundary Contour Method (BCM) is very competitive with the Boundary
Element Method (BEM) in linear elasticity Design Sensitivity Analysis (DSA). Design Sensitivity Coefficients (DSCs), required
by numerical optimization methods, can be efficiently and accurately obtained by two different approaches using the two-dimensional
(2-D) BCM as presented in Refs. [1] and [2]. These approaches originate from the Boundary Integral Equation (BIE). As discussed
in [2], the DSCs given by both BIE-based DSA approaches are identical, and thus the users can choose either of them in their
applications. In order to show the advantages of this class of DSA in structural shape optimization, an efficient system is
developed in which the BCM as well as a BIE-based DSA approach are coupled with a mathematical programming algorithm to solve
optimal shape design problems. Numerical examples are presented.
Received 20 July 1998; accepted for publication 7 December 1998 相似文献
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AbstractThe optimal design of the stress state in elastic plate structures with openings is a problem of great significance in engineering practice. Achieving proper shape of hole can reduce stress concentration around the boundaries remarkably. The optimal shape of a single hole in an infinite plate under uniform stresses has been obtained by complex variable method based on different optimal criteria. The complex variable method is particularly suitable for the hole shape optimization in infinite plate, in which the continuous hole boundary can be represented by the mapping function. It can also be used to solve the shape optimization problems of two or more holes. However, because of the difficulty of finding the mapping function for multi connected domain, the holes are mapped onto slits or separately mapped onto a circle. In this article, the two symmetrical and identical holes are mapped onto an annulus simultaneously by the newly found mapping function, which has a general form. The maximum tangential stress around the boundaries is minimized to achieve the optimal hole shape. And the coefficients of mapping function which describe the boundary are calculated by differential-evolution algorithm. 相似文献
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Sampling-Based RBDO of Ship Hull Structures Considering Thermo-Elasto-Plastic Residual Deformation 总被引:1,自引:0,他引:1
We present a shape optimization method using a sampling-based RBDO method linked with a commercial finite element analysis (FEA) code ANSYS, which is applicable to residual deformation problems of the ship hull structure in welding process. The programming language ANSYS Parametric Design Language (APDL) and shell elements are used for the thermo-elasto-plastic analysis. The shape of the ship hull structure is modeled using the bicubic Ferguson patch and coordinate components of vertices, tangential vectors of boundary curves are selected as design variables. The sensitivity of probabilistic constraint is calculated from the probabilistic sensitivity analysis using the score function and Monte Carlo Simulation (MCS) on the surrogate model constructed by using the Dynamic Kriging (DKG) method. The sequential quadratic programming (SQP) algorithm is used for the optimization. In two numerical examples, the suggested optimization method is applied to practical residual deformation problems in welding ship hull structures, which proves the sampling-based RBDO can be successfully utilized for obtaining a reliable optimum design in highly nonlinear multi-physics problem of thermo-elasto-plasticity. 相似文献
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