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A finite element formulation for column-supported hyperboloid cooling towers

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dc.contributor.authorT., Aksu
dc.contributor.ituauthorAksu, Özkul Tülay
dc.date.accessioned2026-01-25T04:00:01Z
dc.date.issued1996-06-01
dc.description.abstractAbstract Column-supported hyperboloid cooling towers are analysed with a finite element formulation including the effects of thickness shear deformations and the term z R . Both shell and columns are modelled by using the same curved trapezoidal finite element with 40 degress of freedom. The stress concentration at the shell-column junctions is studied by taking into account the effect of the column-support width. The accuracy of the finite element is demonstrated with numerical examples and the results obtained in this investigation are compared with those obtained earlier.
dc.description.urihttps://doi.org/10.1016/0045-7949(95)00323-1
dc.description.urihttps://zbmath.org/1212646
dc.description.urihttps://dx.doi.org/10.1016/0045-7949(95)00323-1
dc.identifier.doi10.1016/0045-7949(95)00323-1
dc.identifier.endpage974
dc.identifier.issn0045-7949
dc.identifier.openairedoi_dedup___::5c88ac23d40b190d4dc65d922af4b20e
dc.identifier.orcid0000-0002-4521-4630
dc.identifier.startpage965
dc.identifier.urihttps://hdl.handle.net/11527/44765
dc.identifier.volume59
dc.language.isoeng
dc.publisherElsevier BV
dc.relation.ispartofComputers & Structures
dc.rightsCLOSED
dc.subjectFinite element methods applied to problems in solid mechanics
dc.subjectRods (beams, columns, shafts, arches, rings, etc.)
dc.titleA finite element formulation for column-supported hyperboloid cooling towers
dc.typeArticle
dspace.entity.typePublication
person.identifier.orcid0000-0002-4521-4630

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