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contributor authorBehzad D. Manshadi
contributor authorAnastasios P. Vassilopoulos
contributor authorJulia de Castro
contributor authorThomas Keller
date accessioned2017-05-08T21:36:23Z
date available2017-05-08T21:36:23Z
date copyrightOctober 2011
date issued2011
identifier other%28asce%29cc%2E1943-5614%2E0000215.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57338
description abstractGlass-fiber-reinforced polymer (GFRP) cell-core sandwiches are composed of outer GFRP face sheets, a foam core, and a grid of GFRP webs integrated into the core to reinforce the shear load capacity. One of the critical failure modes of cell-core sandwich structures is shear wrinkling, a local buckling failure in the sandwich webs because of shear loading. The shear wrinkling behavior of GFRP laminates with different laminate sequences, stabilized by a polyurethane foam core, was experimentally and numerically investigated. Shear wrinkling was simulated by a biaxial compression–tension setup. The results show that an increasing transverse tension load significantly decreases the wrinkling load. The decreasing effect of tension is explained by the lateral contraction because of Poisson’s effect, which causes an increase in the initial imperfections and subsequent accelerated bending.
publisherAmerican Society of Civil Engineers
titleContribution to Shear Wrinkling of GFRP Webs in Cell-Core Sandwiches
typeJournal Paper
journal volume15
journal issue5
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000212
treeJournal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 005
contenttypeFulltext


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