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ThinWalled Multicell BoxGirder Finite Element
Journal article

ThinWalled Multicell BoxGirder Finite Element

Abstract

A thinwalledboxgirder finite element that can model extension, flexure, torsion, torsional warping, distortion, distortional warping, and shear lag effects was developed using an extended version of Vlasov's thinwalled beam theory. The element has two end nodes, but it has besides the six nodal degrees of freedom of a conventional beam element, additional degrees of freedom to account for torsional warping, distortion, distortional warping, and shear lag. The governing differential equation pertaining to each action was used to derive the exact shape functions and the stiffness matrix and nodal load vector of the element. An orthogonalization procedure was employed to uncouple the various distortional and shear lag modes. A numerical example was solved that compared the proposed method with the facetshell finite element analysis, with good agreement between the two sets of results.

Authors

Razaqpur AG; Li H

Journal

Journal of Structural Engineering, Vol. 117, No. 10, pp. 2953–2971

Publisher

American Society of Civil Engineers (ASCE)

Publication Date

January 1, 1991

DOI

10.1061/(asce)0733-9445(1991)117:10(2953)

ISSN

0733-9445

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