Compressive and shear strengths of the ductile closed-cell Kelvin and Weaire-Phelan foams along the lattice direction [100]

被引:15
作者
Chen, Youming [1 ,2 ]
Das, Raj [2 ,3 ]
Battley, Mark [2 ]
Xu, Zhigang [1 ]
机构
[1] Wuhan Univ Technol, Hubei Key Lab Adv Technol Automot Components, Wuhan 430070, Hubei, Peoples R China
[2] Univ Auckland, Ctr Adv Composite Mat, Dept Mech Engn, Auckland 1010, New Zealand
[3] RMIT Univ, Sch Engn, Sir Lawrence Wackett Aerosp Res Ctr, GPO Box 2476, Melbourne, Vic 3001, Australia
关键词
Kelvin foam; Weaire-Phelan foam; Compression and shear; Strength; Failure mechanisms; HIGH-STRAIN COMPRESSION; WALL THICKNESS VARIATIONS; MECHANICAL RESPONSE; ELASTIC PROPERTIES; STIFFNESS; MODEL; DEFORMATION; FAILURE; MICROSTRUCTURE; IMPERFECTIONS;
D O I
10.1016/j.tws.2018.07.029
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The compressive and shear responses of the closed-cell Kelvin and Weaire-Phelan foams along the lattice direction [100] were studied using explicit dynamic analyses in this work. Expressions describing the relationship of compressive and shear strengths to relative density were developed for these two foams. The compressive and shear strengths of the Kelvin and Weaire-Phelan foams are found to increase quadratically with relative density at low relative densities and linearly at high relative densities. This is because elastic buckling followed by material yielding cause the failure of low relative density foams, while large deformation and material yielding is the main cause of failure for high relative density foams. Cell wall buckling and local material yielding only cause reduction in global stiffness. Ductile foams fail globally when a certain amount of material has yielded, forming a plastic band across the foams. Shear buckling occurs in foams with very low relative density under shear.
引用
收藏
页码:237 / 249
页数:13
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