Yayın:
DYNAMICAL (TIME-HARMONIC) AXISYMMETRIC STRESS FIELD IN THE PRE-STRETCHED NON-LINEAR ELASTIC BI-LAYERED SLAB RESTING ON THE RIGID FOUNDATION

dc.contributor.authorAkbarov, S. D.
dc.date.accessioned2026-06-27T12:51:40Z
dc.date.issued2010
dc.description.abstractWithin the framework of the piecewise homogeneous body model with the use of the Three-dimensional Linearized Theory of Elastic Waves in Initially Stressed Bodies the axisymmetric dynamical stress field in the pre-stretched bi-layered slab resting on the rigid foundation is studied. It is assumed that the normal force which is located on a point and is time-harmonic acts on the free face plane of the slab. The elasticity relations of the layers' materials are described by the Murnaghan potential. The numerical results referring to the normal stress acting on the interface planes are presented for the pair of materials Aluminium 1915 and Acrylic Plastic.en
dc.identifier.eissn2219-1259
dc.identifier.endpage154
dc.identifier.issn2076-2585
dc.identifier.issue2
dc.identifier.startpage146
dc.identifier.urihttps://hdl.handle.net/20.500.14981/47538
dc.identifier.volume1
dc.identifier.wos000218984400002
dc.language.isoeng
dc.publisherINST APPLIED MATHEMATICS
dc.relation.ispartofTWMS JOURNAL OF PURE AND APPLIED MATHEMATICS
dc.subjectBi-layered slab
dc.subjectinitial strains
dc.subjectHankel integral presentation
dc.subjectnon-linear elastic
dc.subjectMurnaghan potential
dc.subjecttime-harmonic stress field
dc.subjectMathematics
dc.titleDYNAMICAL (TIME-HARMONIC) AXISYMMETRIC STRESS FIELD IN THE PRE-STRETCHED NON-LINEAR ELASTIC BI-LAYERED SLAB RESTING ON THE RIGID FOUNDATION
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

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