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contributor authorYasser A. Khalifa
contributor authorManuel Campidelli
contributor authorMichael J. Tait
contributor authorWael W. El-Dakhakhni
date accessioned2022-01-30T19:44:58Z
date available2022-01-30T19:44:58Z
date issued2020
identifier other%28ASCE%29CF.1943-5509.0001331.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4265906
description abstractA confined explosion inside a critical facility may lead to the total paralysis of pertinent operations. Practical solutions to mitigate such risk include lightweight sacrificial cladding, which can be deployed as a physical barrier to protect high importance (i.e., critical) facilities from potential explosions. More specifically, sandwich panels have the potential for high energy dissipation at a relatively low cost, which makes them suitable for multiple cladding applications against a range of blast-threat scenarios. To investigate the effectiveness of sandwich panels against such threats, the results of an experimental study carried out by the authors are presented herein. The study includes 18 cold-formed steel sandwich panels featuring two core configurations selected on the basis of the resistance and modes of failure of nominally identical panels previously tested under quasistatic loading. The dynamic response of each panel configuration to the detonation of six different charges of composition C-4 at a constant standoff distance is analyzed in this paper. The test results are presented in terms of response histories, peak displacements, and observed modes of failure, while the damage levels exhibited by each panel are related to the response limits specified in design standards currently adopted in North America for the blast protection of buildings. Considerations of energy absorption and scalability suggest that panels with a unidirectional core configuration may be preferable for blast risk mitigation.
publisherASCE
titleMitigating Risk of Confined Explosion via Lightweight Sacrificial Cladding
typeJournal Paper
journal volume34
journal issue1
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0001331
page04019080
treeJournal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 001
contenttypeFulltext


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