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contributor authorJames S. Davidson
contributor authorJonathan R. Porter
contributor authorRobert J. Dinan
contributor authorMichael I. Hammons
contributor authorJames D. Connell
date accessioned2017-05-08T21:15:02Z
date available2017-05-08T21:15:02Z
date copyrightMay 2004
date issued2004
identifier other%28asce%290887-3828%282004%2918%3A2%28100%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44330
description abstractThe most widely used terrorist tactic is the improvised explosive device, which can range in size from hand-held to truck-size. Most casualties and injuries sustained in such an attack are not caused by the blast itself, but rather by the disintegration and fragmentation of walls, the shattering of windows, and by nonsecured objects propelled at high velocities by the blast. Since 1995, the Air Force Research Laboratory at Tyndall Air Force Base has investigated methods of retrofitting wall structures to better resist blast loads from external explosions. This paper summarizes results from recent tests that involve an innovative use of a sprayed-on polymer to increase blast resistance of unreinforced concrete masonry walls. Test methodology, retrofit materials considered, material properties, mechanisms of effectiveness, and research challenges are discussed.
publisherAmerican Society of Civil Engineers
titleExplosive Testing of Polymer Retrofit Masonry Walls
typeJournal Paper
journal volume18
journal issue2
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(2004)18:2(100)
treeJournal of Performance of Constructed Facilities:;2004:;Volume ( 018 ):;issue: 002
contenttypeFulltext


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