Collapse of periodic planar lattices under uniaxial compression, part I: Quasi-static strength predicted by limit analysis

被引:66
|
作者
Qiu, X. M. [1 ,2 ]
Zhang, J. [1 ]
Yu, T. X. [2 ]
机构
[1] Tsinghua Univ, Dept Engn Mech, Beijing 100084, Peoples R China
[2] Hong Kong Univ Sci & Technol, Dept Mech Engn, Kowloon, Hong Kong, Peoples R China
基金
美国国家科学基金会;
关键词
Planar lattices; Collapse strength; Energy absorption; Kinematical admissible field; Static;
D O I
10.1016/j.ijimpeng.2009.05.011
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The collapse strength is analyzed for typical periodic planar lattices under uniaxial compression. In this part, the quasi-static strengths of the lattices are predicted by limit analysis, with the consideration of the elastic effect and large deformation effect. The planar lattices are firstly classified into bending-dominated and membrane-dominated structures. Collapse strength of typical bending-dominated lattices, such as hexagonal and rhombus structures, has identical initial lower bound and upper bound, so that the equivalent stress-strain curve of a bending-dominated lattice possesses a plateau. On the contrary, the equivalent stress-strain curve of a membrane-dominated lattice, such as square, triangular or Kagome structure, usually contains a peak followed by a sharp drop without a plateau. Consequently, the energy absorption behavior of the bending-dominated lattices is similar to type I structure, while that of the membrane-dominated lattices is similar to type II structure. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1223 / 1230
页数:8
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