Two dimensional space curve based curvature  induced stiffness formulation for large  deformable structural cables

Please use this identifier to cite or link to this item: http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/4600

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DC Field	Value	Language
dc.contributor.author	Vignarajah, M.
dc.contributor.author	Wijesiriwardana, R.
dc.contributor.author	Kathirgamanathan, P.
dc.date.accessioned	2021-12-20T05:49:11Z
dc.date.accessioned	2022-06-27T09:46:53Z	-
dc.date.available	2021-12-20T05:49:11Z
dc.date.available	2022-06-27T09:46:53Z	-
dc.date.issued	2018
dc.identifier.isbn	978-1-63248-145-0
dc.identifier.uri	http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/4600	-
dc.description.abstract	In this paper, we present a curvature based modification to the existing beam element formulation to model cables which undergoes large displacements. The proposed approximation is numerically tested against the P-delta formulation and true nonlinear formulation of cables. As a result, a limiting value for the curvature based stiffness is reported	en_US
dc.language.iso	en	en_US
dc.publisher	University of Jaffna	en_US
dc.subject	Cables	en_US
dc.subject	Finite elements	en_US
dc.subject	Small strains	en_US
dc.subject	Geometric nonlinartity	en_US
dc.subject	Large displacements	en_US
dc.title	Two dimensional space curve based curvature induced stiffness formulation for large deformable structural cables	en_US
dc.type	Article	en_US
Appears in Collections:	Civil Engineering

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