Bending behavior of 2D periodic plates with different unit cells: Numerical and experimental investigations

被引:11
|
作者
Fongsamootr, Thongchai [1 ]
Suttakul, Pana [1 ]
Tippayawong, Nakorn [1 ]
Nanakorn, Pruettha [2 ]
Cappellini, Cristian [3 ]
机构
[1] Chiang Mai Univ, Fac Engn, Dept Mech Engn, Chiang Mai, Thailand
[2] Thammasat Univ, Sirindhorn Int Inst Technol, Sch Civil Engn & Technol, Pathum Thani, Thailand
[3] Free Univ Bolzano, Fac Sci & Technol, Bolzano, Italy
来源
MATERIALS TODAY COMMUNICATIONS | 2022年 / 31卷
关键词
2D periodic plate; Lattice structure; Three-point bending; Bending response; Beam element; Finite element simulation; EFFECTIVE ELASTIC PROPERTIES; MECHANICAL-PROPERTIES; POISSONS RATIO; HONEYCOMB; STRENGTH; DESIGN; CONSTANTS; DEFORMATION; THICKNESS; STIFFNESS;
D O I
10.1016/j.mtcomm.2022.103774
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this study, the out-of-plane bending behavior of two-dimensional (2D) periodic plates is investigated using finite element (FE) simulations and experiments. The bending performance of 2D periodic plates is investigated through three-point bending tests. The investigations are designed to compare numerical and experimental results of the bending responses of plates with different unit-cell topologies. The size effect of unit cells on the plates' apparent stiffness is also investigated via convergence tests. Since 2D periodic plates consist of struts treated as beams, the FE models are constructed using beam elements. Comparisons of the numerical and experimental results show that the effect of the joint regions of the struts becomes significant as the plates' volume fractions increase. However, to save computational costs and time, the FE simulations with beam elements can be used to predict the bending behavior of the 2D periodic plates approximately. To validate the FE results in this study, the observed results of the plates' bending behavior are compared with findings obtained from the literature. Additionally, the bending performance of the 2D periodic plates, compared to their full-solid counterparts, is presented in terms of weight efficiency.
引用
收藏
页数:10
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