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contributor authorHuang Tao;Gong Yaohua;Zhao Shuyi
date accessioned2019-02-26T07:52:07Z
date available2019-02-26T07:52:07Z
date issued2018
identifier other%28ASCE%29EM.1943-7889.0001412.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249945
description abstractThe effective in-plane elastic moduli of different types of honeycomb cores with thick walls are studied using analytical and numerical approaches. Analytical equations derived in this paper take a proposed jointed rectangle into consideration. The analytical results under plane stress and plane strain conditions are also obtained. The effective in-plane elastic moduli are studied as a function of their own relative densities because of the different methods of describing the geometrical shapes of honeycomb cores. The results are quantitatively compared with the available experimental results in this paper. It indicates that the present model can better predict the elastic properties in x-direction but are less suitable in y-direction. The proposed jointed rectangle has significant effect at high relative density. Moreover, the effective in-plane modulus increases with the relative height of honeycomb cores because of the Poisson effect of the material, and the results under plane stress and plane strain conditions are the lower and upper bounds, respectively.
publisherAmerican Society of Civil Engineers
titleEffective In-Plane Elastic Modulus of a Periodic Regular Hexagonal Honeycomb Core with Thick Walls
typeJournal Paper
journal volume144
journal issue2
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0001412
page6017019
treeJournal of Engineering Mechanics:;2018:;Volume ( 144 ):;issue: 002
contenttypeFulltext


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