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dc.contributor.authorHasitha D.
dc.contributor.authorHidallana-Gamage
dc.contributor.authorDavid P.
dc.contributor.authorThambiratnam
dc.contributor.authorNimal J.
dc.contributor.authorPerera
dc.date.accessioned2017-05-08T22:27:41Z
dc.date.available2017-05-08T22:27:41Z
dc.date.copyrightSeptember 2015
dc.date.issued2015
dc.identifier.other45792315.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/80994
dc.description.abstractThis paper reviews current design standards and test methods for blast-resistant glazing design and compares a typical design outcome with that from comprehensive finite-element (FE) analysis. Design standards are conservative and are limited to the design of relatively small glazed panels. Standard test methods are expensive, create environmental pollution, and can classify the hazard ratings of only smaller glazed panels. Here the design of a laminated glass (LG) panel is carried out according to an existing design standard, and then its performance is examined using comprehensive FE modeling and analysis. Finite-element results indicate that both glass panes crack, the interlayer yields with little damage, and the sealant joints do not fail for the designed blast load. This failure pattern satisfies some of the requirements for minimal hazard rating in the design standard. It is evident that interlayer thickness and material properties are important during the post-crack stage of an LG panel, but they are not accounted for in the design standards. The new information generated in this paper will contribute toward an enhanced blast design of LG panels.
dc.publisherAmerican Society of Civil Engineers
dc.titleDesign Guidance for Blast-Resistant Glazing
dc.typeJournal Paper
dc.journal.volume21
dc.journal.issue3
dc.journal.titleJournal of Architectural Engineering
dc.identifier.doi10.1061/(ASCE)AE.1943-5568.0000161
dc.treeJournal of Architectural Engineering:;2015:;Volume ( 021 ):;issue: 003
dc.contenttypeFulltext


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