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contributor authorZach C. Ballard
contributor authorAshley P. Thrall
contributor authorBrian J. Smith
contributor authorCasey M. Casias
date accessioned2017-12-30T13:00:41Z
date available2017-12-30T13:00:41Z
date issued2016
identifier other%28ASCE%29ST.1943-541X.0001445.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244477
description abstractThis paper discusses the impact of hinged connectors (a common connection in folding structures) on the behavior of sandwich panels (with fiber-reinforced polymer faces and foam core). A sandwich panel is subjected to uniform loading and tested when restrained by hinged connectors in compression and in tension. The measured results are compared to finite-element numerical models, focusing on global behavior (displacements and strains at center) and local behavior (strains near connectors). Parametric studies using these validated numerical models investigate the impact of the number, size, and relative placement of hinged connectors. These studies culminate in guidelines for the design of structures comprised of hinged, folding panels. Ultimately, this paper addresses a research gap in understanding the behavior of sandwich panels connected by hinges.
publisherAmerican Society of Civil Engineers
titleImpact of Hinged Connectors on Sandwich Panel Behavior
typeJournal Paper
journal volume142
journal issue3
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0001445
page06015005
treeJournal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 003
contenttypeFulltext


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