Buckling of regular, chiral and hierarchical honeycombs under a general macroscopic stress state

被引:94
作者
Haghpanah, Babak [1 ]
Papadopoulos, Jim [1 ]
Mousanezhad, Davood [1 ]
Nayeb-Hashemi, Hamid [1 ]
Vaziri, Ashkan [1 ]
机构
[1] Northeastern Univ, Dept Mech & Ind Engn, Boston, MA 02115 USA
来源
PROCEEDINGS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES | 2014年 / 470卷 / 2167期
基金
新加坡国家研究基金会; 美国国家科学基金会;
关键词
instability; cellular structure; beam-column; in-plane loading; INPLANE BIAXIAL COMPRESSION; PERIODIC METAL HONEYCOMBS; ELASTIC SQUARE HONEYCOMBS; OPEN CELL FOAMS; FAILURE SURFACES; POLYCARBONATE HONEYCOMBS; HOMOGENIZATION THEORY; MULTIAXIAL LOADS; PART II; BEHAVIOR;
D O I
10.1098/rspa.2013.0856
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
An approach to obtain analytical closed-form expressions for the macroscopic 'buckling strength' of various two-dimensional cellular structures is presented. The method is based on classical beam-column end-moment behaviour expressed in a matrix form. It is applied to sample honeycombs with square, triangular and hexagonal unit cells to determine their buckling strength under a general macroscopic in-plane stress state. The results were verified using finite-element Eigenvalue analysis.
引用
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页数:23
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