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Determination of buried structure loads due to blast explosions

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dc.contributor.author Kanarachos, A en
dc.contributor.author Provatidis, Ch en
dc.date.accessioned 2014-03-01T02:48:40Z
dc.date.available 2014-03-01T02:48:40Z
dc.date.issued 1998 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/33997
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-0032265877&partnerID=40&md5=fba982eca99a5d5ca671ba22a988e621 en
dc.subject.other Finite element method en
dc.subject.other Mathematical models en
dc.subject.other Natural gas pipelines en
dc.subject.other Structural analysis en
dc.subject.other Structural loads en
dc.subject.other Underground structures en
dc.subject.other Blast explosions en
dc.subject.other Buried structure loads en
dc.subject.other Explosion testing en
dc.title Determination of buried structure loads due to blast explosions en
heal.type conferenceItem en
heal.publicationDate 1998 en
heal.abstract The influence of blast explosions to neighbouring buried structures is usually identified through 3D-FEM computations of the induced peak particle velocity. Asymptotic models for the prediction of the peak particle velocity, based on experimental data, are also used. In the present paper a new asymptotic `α-model' for the computation of the peak particle velocity is proposed. The new model is successfully applied for the case of a blast explosion in the proximity of a buried natural gas pipeline. en
heal.publisher Computational Mechanics Inc, Billerica, MA, United States en
heal.journalName International Conference on Structures Under Shock and Impact, SUSI en
dc.identifier.spage 95 en
dc.identifier.epage 104 en


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