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dc.contributor.authorBalevičius, Robertas
dc.contributor.authorMarčiukaitis, Jonas Gediminas
dc.date.accessioned2023-09-18T18:25:38Z
dc.date.available2023-09-18T18:25:38Z
dc.date.issued2010
dc.identifier.other(BIS)VGT02-000021850
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/127672
dc.description.abstractIn the paper, a nonlinear creep model analyzing the multilayered composite structure was proposed. The model predicts a time-dependent behaviuor of composite made of the layers undergoing the age-variable properties. A solution adopted deals with iterative analysis of Volterra integral equation implying a particular generalization of the principle of superposition for the nonlinear creep strain of the layers. A three-layered concrete structure subjected to a sustained loading was considered for the sake of demonstration of the technique proposed. Increase in layer strengths and modulii of elasticity due was also investigated to analyse the possible failure of layers.eng
dc.format.extentp. 569-575
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.titleNon-linear time-dependent analysis of layered composite structure
dc.typeStraipsnis recenzuotame konferencijos darbų leidinyje / Paper published in peer-reviewed conference publication
dcterms.references15
dc.type.pubtypeP1d - Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.subject.researchfieldT 007 - Informatikos inžinerija / Informatics engineering
dc.subject.enNon-linear creep
dc.subject.enMulti-layered composite
dc.subject.enStress non-linearity function
dc.subject.enDelayed failure
dc.subject.enIterative solution of nonlinear equations
dcterms.sourcetitle10th International Conference Modern Building Materials, Structures and Techniques: selected papers : [CD], Vol. 2. May 19-21, 2010
dc.publisher.nameTechnika
dc.publisher.cityVilnius
dc.identifier.elaba3923432


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