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Please use this identifier to cite or link to this item: https://repository.cihe.edu.hk/jspui/handle/cihe/3250
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dc.contributor.authorLeung, Andrew Yee Taken_US
dc.date.accessioned2022-05-20T07:52:07Z-
dc.date.available2022-05-20T07:52:07Z-
dc.date.issued1991-
dc.identifier.urihttps://repository.cihe.edu.hk/jspui/handle/cihe/3250-
dc.description.abstractNatural shape functions are derived for curved and twisted beam finite elements including shear deformation. Natural shape functions are exact solutions of the governing equations subject to boundary forces only. Rigid-body modes are completely satisfied and all complications associated with curved finite elements by assumed shaped functions, parametric transformation, and numerical integration are eliminated. The formulation of the stiffness matrix is given in detail.en_US
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.relation.ispartofFinite Elements in Analysis and Designen_US
dc.titleExact stiffness matrix for twisted helix beamen_US
dc.typejournal articleen_US
dc.identifier.doi10.1016/0168-874X(91)90017-S-
dc.contributor.affiliationSchool of Computing and Information Sciencesen_US
dc.relation.issn0168-874Xen_US
dc.description.volume9en_US
dc.description.issue1en_US
dc.description.startpage23en_US
dc.description.endpage32en_US
dc.cihe.affiliatedNo-
item.languageiso639-1en-
item.openairetypejournal article-
item.grantfulltextnone-
item.fulltextNo Fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.cerifentitytypePublications-
crisitem.author.deptSchool of Computing and Information Sciences-
Appears in Collections:CIS Publication
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