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contributor authorPaul Heyliger
contributor authorPontus Ugander
contributor authorHassel Ledbetter
date accessioned2017-05-08T21:17:18Z
date available2017-05-08T21:17:18Z
date copyrightOctober 2001
date issued2001
identifier other%28asce%290899-1561%282001%2913%3A5%28356%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45717
description abstractModes of unrestrained free vibration of rectangular parallelepipeds are excited by impact and combined with solutions to the weak form of the equations of motion corresponding to the 3D equations of elasticity and periodic motion to provide estimates for the elastic constants of anisotropic materials. This method has been previously applied to isotropic materials based on analytic approximations for the relationship between elastic constants and resonant frequencies. The present approach extends this procedure to account for material anisotropy and variance in specimen dimension, and we apply this technique to several specimens of differing material type, constitution, and shape to compute various components of the elastic stiffness tensor. Our results are in very good agreement with those found by other techniques.
publisherAmerican Society of Civil Engineers
titleAnisotropic Elastic Constants: Measurement by Impact Resonance
typeJournal Paper
journal volume13
journal issue5
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2001)13:5(356)
treeJournal of Materials in Civil Engineering:;2001:;Volume ( 013 ):;issue: 005
contenttypeFulltext


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