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Compound branching in elastic systems

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dc.contributor.author Lazopoulos, KA en
dc.contributor.author Markatis, S en
dc.date.accessioned 2014-03-01T01:11:47Z
dc.date.available 2014-03-01T01:11:47Z
dc.date.issued 1996 en
dc.identifier.issn 0045-7825 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/11813
dc.subject Energy Function en
dc.subject Finite Element Method en
dc.subject Hydrostatic Pressure en
dc.subject Numerical Technique en
dc.subject.classification Engineering, Multidisciplinary en
dc.subject.classification Mathematics, Interdisciplinary Applications en
dc.subject.classification Mechanics en
dc.subject.other Buckling en
dc.subject.other Finite element method en
dc.subject.other Hydrostatic pressure en
dc.subject.other Mathematical models en
dc.subject.other Numerical methods en
dc.subject.other Shells (structures) en
dc.subject.other Compound branching en
dc.subject.other Elastic systems en
dc.subject.other Rigid bar model en
dc.subject.other Elasticity en
dc.title Compound branching in elastic systems en
heal.type journalArticle en
heal.identifier.primary 10.1016/0045-7825(95)00979-5 en
heal.identifier.secondary http://dx.doi.org/10.1016/0045-7825(95)00979-5 en
heal.language English en
heal.publicationDate 1996 en
heal.abstract The compound branching problem of elastic systems is discussed with neither elimination of the passive coordinates nor orthogonalization of the energy function. Critical conditions will be defined and the post-critical equilibrium paths are described. Formulae are derived that are proper for numerical techniques such as the Finite Element method. Applications illustrating the theory for a five rigid-bar model and for the buckling of a spherical shell under hydrostatic pressure will be presented. en
heal.publisher ELSEVIER SCIENCE SA LAUSANNE en
heal.journalName Computer Methods in Applied Mechanics and Engineering en
dc.identifier.doi 10.1016/0045-7825(95)00979-5 en
dc.identifier.isi ISI:A1996VH43500010 en
dc.identifier.volume 135 en
dc.identifier.issue 1-2 en
dc.identifier.spage 187 en
dc.identifier.epage 200 en


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