Sizing of a spherical shell as variable thickness under dynamicloads

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Özet

In this paper, optimization of a spherical shell under various dynamic loads is investigated. The aim of this optimization problem is to minimize the volume of the shell. Design variables are corner thicknesses of each finite element. Constraints are stresses obtained from von Mises stress criterion not to exceed the yield stress in corner nodal points of each finite element at the top and bottom surfaces of shell and thicknesses are restricted not to be less than 2.5 mm. In addition to shell's own weight, the vertical loads with equal intensity are applied at the nodal points on the upper edge of spherical shell, varying with respect to time function P(t). Time varying load vector is considered three different cases such as step, step after ramp and impulse functions. A program is coded with MapleV for optimization of spherical shell and finite element package program ANSYS is used for structural analysis. Obtained results are presented in graphical and tabular form. Finally, concluded remarks are given.

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RDL Kalıcı Bağlantı (PID)
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Tam Kayıt
AlanDeğerDil
dc.contributor.authorAsçi, Nurcan
dc.contributor.authorUysal, Habib
dc.contributor.authorUzman, Omit
dc.contributor.editorInan, E
dc.contributor.editorKiris, A
dc.date.accessioned2026-10-22T10:26:11.274557707Z
dc.date.available2026-10-22T10:26:11.274557707Z
dc.date.issued2007
dc.description.abstractIn this paper, optimization of a spherical shell under various dynamic loads is investigated. The aim of this optimization problem is to minimize the volume of the shell. Design variables are corner thicknesses of each finite element. Constraints are stresses obtained from von Mises stress criterion not to exceed the yield stress in corner nodal points of each finite element at the top and bottom surfaces of shell and thicknesses are restricted not to be less than 2.5 mm. In addition to shell's own weight, the vertical loads with equal intensity are applied at the nodal points on the upper edge of spherical shell, varying with respect to time function P(t). Time varying load vector is considered three different cases such as step, step after ramp and impulse functions. A program is coded with MapleV for optimization of spherical shell and finite element package program ANSYS is used for structural analysis. Obtained results are presented in graphical and tabular form. Finally, concluded remarks are given.
dc.identifier.endpage+
dc.identifier.isbn978-1-4020-5400-6
dc.identifier.issn0930-8989
dc.identifier.startpage51
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/gumushane/15887
dc.identifier.volume111
dc.identifier.wosWOS:000246655700010
dc.language.isoen
dc.publisherSPRINGER
dc.relation.conference7th International Conference on Vibration Problems (ICOVP 2005)
dc.relation.ispartofVIBRATION PROBLEMS ICOVP 2005
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectsize optimization
dc.subjectdesign variables
dc.subjectconstraints
dc.subjectdynamic loads
dc.subject.classificationEngineering, Mechanical
dc.subject.classificationMechanics
dc.subject.classificationEngineering
dc.subject.otherSHAPE OPTIMIZATION
dc.titleSizing of a spherical shell as variable thickness under dynamicloads
dc.typeConference Object
dspace.entity.typePublication
rdl.citation.wos0
rdl.conference.dateSEP 05-09, 2005
rdl.conference.placeIsik Univ, Sile Campus, Istanbul, TURKEY
rdl.oa.statusclosed
rdl.source.indexWOS
rdl.wos.indexConference Proceedings Citation Index - Science (CPCI-S)