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contributor authorHerzl Chai
date accessioned2017-05-09T00:18:34Z
date available2017-05-09T00:18:34Z
date copyrightSeptember, 2006
date issued2006
identifier issn0021-8936
identifier otherJAMCAV-26602#834_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/133005
description abstractA combined experimental∕analytical work is carried out to elucidate the energy absorption potential of laterally confined bars under monotonically increasing edge displacement. The thickness t and length L of the bar, as well as the wall-to-wall separation distance, h, are systematically varied. Real-time observations show that the deformation of the bar is characterized by progressive buckling and folding, with the fully compacted material exhibiting repetitious cell unit whose wavelength approximately equals four times the bar thickness. The specific crush energy is little sensitive to the thickness of the bar but strongly varies with t∕h, the “volume fraction” of the structure, attaining a maximum when t∕h≈0.5. The main sources for energy dissipation are simple compression, plate folding and friction between the bar and the constraining walls, the latter of which dominates for L∕t>10. The experimental data are found to be well predicted by simple analytic expressions derived from limit plasticity analysis and incompressible material behavior. The simple configuration studied may shed light on the behavior of more complex structures such as honeycombs, foams, and thin-walled tubes, and may serve as a basis for multi-layer design possessing improved crush energy.
publisherThe American Society of Mechanical Engineers (ASME)
titleOn the Crush Worthiness of a Laterally Confined Bar Under Axial Compression
typeJournal Paper
journal volume73
journal issue5
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.2047595
journal fristpage834
journal lastpage841
identifier eissn1528-9036
keywordsDeformation
keywordsFriction
keywordsCompression
keywordsStress
keywordsAbsorption
keywordsThickness
keywordsDisplacement AND Buckling
treeJournal of Applied Mechanics:;2006:;volume( 073 ):;issue: 005
contenttypeFulltext


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