Multiscale Concurrent Topology Optimization and Mechanical Property Analysis of Sandwich Structures

被引:0
|
作者
Li, Zihao [1 ]
Li, Shiqiang [1 ,2 ,3 ]
Wang, Zhihua [1 ,3 ]
机构
[1] Taiyuan Univ Technol, Inst Appl Mech, Coll Aeronaut & Astronaut, Taiyuan 030024, Peoples R China
[2] Beijing Inst Technol, State Key Lab Explos Sci & Safety Protect, Beijing 100081, Peoples R China
[3] Taiyuan Univ Technol, Shanxi Key Lab Mat Strength & Struct Impact, Taiyuan 030024, Peoples R China
基金
中国国家自然科学基金;
关键词
multiscale concurrent topology optimization; micro-nano 3D printing; three-point bending test; numerical simulation; energy absorption; CELLULAR COMPOSITES; OPTIMUM STRUCTURE; DESIGN; MICROSTRUCTURES;
D O I
10.3390/ma17246086
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
Based on the basic theoretical framework of the Bi-directional Evolutionary Structural Optimization method (BESO) and the Solid Isotropic Material with Penalization method (SIMP), this paper presents a multiscale topology optimization method for concurrently optimizing the sandwich structure at the macro level and the core layer at the micro level. The types of optimizations are divided into macro and micro concurrent topology optimization (MM), macro and micro gradient concurrent topology optimization (MMG), and macro and micro layered gradient concurrent topology optimization (MMLG). In order to compare the multiscale optimization method with the traditional macroscopic optimization method, the sandwich simply supported beam is illustrated as a numerical example to demonstrate the functionalities and superiorities of the proposed method. Moreover, several samples are printed through micro-nano 3D printing technology, and then the static three-point bending experiments and the numerical simulations are carried out. The mechanical properties of the optimized structures in terms of deformation modes, load-bearing capacity, and energy absorption characteristics are compared and analyzed in detail. Finally, the multiscale optimization methods are extended to the design of 2D sandwich cantilever beams and 3D sandwich fully clamped beams.
引用
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页数:27
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