空间钢-混凝土结构的进化拓扑优化

IF 1.1 Q3 ENGINEERING, CIVIL
Yu Li, Y. Xie
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引用次数: 6

摘要

基于有限元分析的拓扑优化技术在许多领域得到了广泛的应用,但大多数研究和应用都是基于单一材料结构。在双向进化结构优化(BESO)方法的基础上,提出了一种新的多材料三维结构拓扑优化技术。根据设计域中每个元件的主应力之和,将指定更适合该元件的材料。通过一个钢-混凝土悬臂梁、两种不同的桥梁和四层体系的算例,验证了该方法在钢-混凝土组合结构概念设计中的有效性和实用价值。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Evolutionary Topology Optimization of Spatial Steel-Concrete Structures
Topology optimization techniques based on finite element analysis have been widely used in many fields, but most of the research and applications are based on single-material structures. Extended from the bi-directional evolutionary structural optimization (BESO) method, a new topology optimization technique for 3D structures made of multiple materials is presented in this paper. According to the sum of each element's principal stresses in the design domain, a material more suitable for this element would be assigned. Numerical examples of a steel- concrete cantilever, two different bridges and four floor systems are provided to demonstrate the effectiveness and practical value of the proposed method for the conceptual design of composite structures made of steel and concrete.
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来源期刊
CiteScore
1.40
自引率
0.00%
发文量
17
期刊介绍: The Association publishes an international journal, the Journal of the IASS, four times yearly, in print (ISSN 1028-365X) and on-line (ISSN 1996-9015). The months of publication are March, June, September and December. Occasional extra electronic-only issues are included in the on-line version. From this page you can access one or more issues -- a sample issue if you are not logged into the members-only portion of the site, or the current issue and several back issues if you are logged in as a member. For any issue that you can view, you can download articles as .pdf files.
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