Please use this identifier to cite or link to this item: https://doi.org/10.21256/zhaw-20297
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dc.contributor.authorMehreganian, Navid-
dc.contributor.authorSoleiman Fallah, Arash-
dc.contributor.authorLouca, Luke A-
dc.date.accessioned2020-07-27T08:04:29Z-
dc.date.available2020-07-27T08:04:29Z-
dc.date.issued2019-09-11-
dc.identifier.issn0020-7403de_CH
dc.identifier.urihttps://digitalcollection.zhaw.ch/handle/11475/20297-
dc.description.abstractModern armour graded thin steel plates benefit from significant elastic strength with high elastic energy storage capacity, which contributes to dissipation of total impulse from extensive blast loads within the bounds of the elastic region. Higher elastic energy storage capability mitigates the probability of catastrophic damage and ensuing large deformations compared to the conventional graded metallic panels. While blast assessment of such structures is important to design and application of protective systems, limited studies are available on their response to localised blasts. The present paper aims at deducing, from the minimization of Föppl-von Kármán (FVK) energy functional, the dynamic response of localised blast loaded thin elastic square plates undergoing large deformations. The presumed blast load function is a multiplicative decomposition of a prescribed continuous piecewise smooth spatial function and an arbitrary temporal function which may assume various shapes (e.g. rectangular, linear, sinusoidal, exponential). A kinematically admissible displacement field and the associated stress tensor were considered as a truncated cosine series with multiple Degrees-of-Freedom (DoF's). From the prescribed displacement field, having simply supported boundary conditions, useful expressions for stress tensor components were delineated corresponding to a unique mode and a series of differential equations were derived. The explicit solutions were sought using the Poincaré-Lindstedt perturbation method. The closed form solutions of each mode were corroborated with the numerical FE models and showed convergence when the first few modes were considered. The influence of higher modes, however, on the peak deformation was negligible and the solution with 3 DOF's conveniently estimated the blast response to a satisfactory precision.de_CH
dc.language.isoende_CH
dc.publisherElsevierde_CH
dc.relation.ispartofInternational Journal of Mechanical Sciencesde_CH
dc.rightshttp://creativecommons.org/licenses/by-nc-nd/4.0/de_CH
dc.subjectPulse loading on membranede_CH
dc.subjectFoeppl-von Karman platede_CH
dc.subject.ddc510: Mathematikde_CH
dc.subject.ddc530: Physikde_CH
dc.titleNonlinear dynamics of locally pulse loaded square Föppl–von Kármán thin platesde_CH
dc.typeBeitrag in wissenschaftlicher Zeitschriftde_CH
dcterms.typeTextde_CH
zhaw.departementSchool of Engineeringde_CH
zhaw.organisationalunitInstitute of Computational Physics (ICP)de_CH
dc.identifier.doi10.1016/j.ijmecsci.2019.105157de_CH
dc.identifier.doi10.21256/zhaw-20297-
zhaw.funding.euNode_CH
zhaw.issue105157de_CH
zhaw.originated.zhawYesde_CH
zhaw.publication.statusacceptedVersionde_CH
zhaw.volume163de_CH
zhaw.publication.reviewPeer review (Publikation)de_CH
zhaw.author.additionalNode_CH
zhaw.display.portraitYesde_CH
Appears in collections:Publikationen School of Engineering

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