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contributor authorWen Peng
contributor authorGeorge Gazonas
contributor authorZhaoyan Zhang
contributor authorGeorge Gogos
date accessioned2017-05-09T00:42:09Z
date available2017-05-09T00:42:09Z
date copyrightMay, 2011
date issued2011
identifier issn0021-8936
identifier otherJAMCAV-26804#031016_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/145270
description abstractThe dynamic response of a free-standing plate subjected to a blast wave is studied numerically to investigate the effects of fluid-structure interaction (FSI) in blast wave mitigation. Previous work on the FSI between a blast wave and a free-standing plate (, , 2006, “Nonlinear Compressibility Effects in Fluid-Structure Interaction and Their Implications on the Air-Blast Loading of Structures,” J. Appl. Phys., 100(6), p. 063519) has assumed a constant atmospheric pressure at the back of the plate and neglected the resistance caused by the shock wave formation due to the receding motion of the plate. This paper develops an FSI model that includes the resistance caused by the shock wave formation at the back of the plate. The numerical results show that the resistance to the plate motion is especially pronounced for a light plate, and as a result, the previous work overpredicts the mitigation effects of FSI. Therefore, the effects of the interaction between the plate and the shock wave formation at the back of the plate should be considered in blast wave mitigation.
publisherThe American Society of Mechanical Engineers (ASME)
titleFluid Structure Interactions for Blast Wave Mitigation
typeJournal Paper
journal volume78
journal issue3
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.4002758
journal fristpage31016
identifier eissn1528-9036
keywordsWaves
keywordsFluid structure interaction
keywordsShock waves AND Impulse (Physics)
treeJournal of Applied Mechanics:;2011:;volume( 078 ):;issue: 003
contenttypeFulltext


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