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

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dc.contributor.authorVignarajah, M.
dc.contributor.authorWijesiriwardana, R.
dc.contributor.authorKathirgamanathan, P.
dc.date.accessioned2021-12-20T05:49:11Z
dc.date.accessioned2022-06-27T09:46:53Z
dc.date.available2021-12-20T05:49:11Z
dc.date.available2022-06-27T09:46:53Z
dc.date.issued2018
dc.description.abstractIn 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 reporteden_US
dc.identifier.isbn978-1-63248-145-0
dc.identifier.urihttp://repo.lib.jfn.ac.lk/ujrr/handle/123456789/4600
dc.language.isoenen_US
dc.publisherUniversity of Jaffnaen_US
dc.subjectCablesen_US
dc.subjectFinite elementsen_US
dc.subjectSmall strainsen_US
dc.subjectGeometric nonlinartityen_US
dc.subjectLarge displacementsen_US
dc.titleTwo dimensional space curve based curvature induced stiffness formulation for large deformable structural cablesen_US
dc.typeArticleen_US

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