Instability-induced pattern generation in architectured materials — A review of methods
Architectured materials exhibit unconventional properties directly linked to their geometry. When composed of slender elements, architectured materials can undergo large deformations exhibiting geometric non-linearities through buckling or snapping behaviours of the cell walls. This can create a new...
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Published in | International journal of solids and structures Vol. 274; p. 112240 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
01.07.2023
Elsevier |
Subjects | |
Online Access | Get full text |
ISSN | 0020-7683 |
DOI | 10.1016/j.ijsolstr.2023.112240 |
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Summary: | Architectured materials exhibit unconventional properties directly linked to their geometry. When composed of slender elements, architectured materials can undergo large deformations exhibiting geometric non-linearities through buckling or snapping behaviours of the cell walls. This can create a new pattern in the material with different properties than the original structure. In this article, we present a review of methods for studying pattern generating architectured materials caused by elastic instabilities. We start by reviewing the relevant studies on a classical example : hexagonal honeycombs under compression. We highlight their importance in identifying the underlying bifurcation phenomenon and their contributions to the elaboration of methods for studying mesoscopic (unit-cell length) pattern changes in architectured materials. We then exhaustively review the methods and tools used up to now to study the post-bifurcated behaviour of such materials subject to elastic instabilities.
•Methods for instability-induced pattern generation in architectured materials are reviewed.•A historical example on regular hexagonal honeycombs is presented.•Group-theoretic approaches have been developed.•These methods are not limited to the field of architectured materials. |
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ISSN: | 0020-7683 |
DOI: | 10.1016/j.ijsolstr.2023.112240 |