A continuum mechanics based 3-D beam finite element with warping displacements and its modeling capabilities

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In this paper, we propose a continuum mechanics based 3-D beam finite element with cross-sectional discretization allowing for warping displacements. The beam element is directly derived from the assemblage of 3-D solid elements, and this approach results in inherently advanced modeling capabilities of the beam element. In the beam formulation, warping is fully coupled with bending, shearing, and stretching. Consequently, the proposed beam elements can consider free and constrained warping conditions, eccentricities, curved geometries, varying sections, as well as arbitrary cross-sections (including thin/thick-walled, open/closed, and single/multi-cell cross-sections). We then study the modeling and predictive capabilities of the beam elements in twisting beam problems according to geometries, boundary conditions, and cross-sectional meshes. The results are compared with reference solutions obtained by analytical methods and solid and shell finite element models. Excellent modeling capabilities and solution accuracy of the proposed beam element are observed.
Publisher
TECHNO-PRESS
Issue Date
2012-08
Language
English
Article Type
Article
Keywords

LARGE-DEFORMATION ANALYSIS; CROSS-SECTIONS; FORMULATION

Citation

STRUCTURAL ENGINEERING AND MECHANICS, v.43, no.4, pp.411 - 437

ISSN
1225-4568
URI
http://hdl.handle.net/10203/102610
Appears in Collection
ME-Journal Papers(저널논문)
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