Multifield Variational Sectional Analysis for Accurate Stress Computation of Multilayered Composite Beams

A multifield variational beam sectional analysis is proposed based on the Hellinger–Reissner principle for anisotropic beams with arbitrary cross-sectional geometries and material distributions. Both stresses and three-dimensional (3D) warping deformations are treated as unknowns, which are modeled...

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Bibliographic Details
Published in:AIAA journal 2019-04, Vol.57 (4), p.1702-1714
Main Authors: Dhadwal, Manoj Kumar, Jung, Sung Nam
Format: Article
Language:English
Subjects:
Composite beams
Couplings
Deformation
Elastostatics
Iron
Isoparametric finite elements
Mathematical models
Shape functions
Stiffness matrix
Stress
Stresses
Three dimensional models
Warping
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Summary:A multifield variational beam sectional analysis is proposed based on the Hellinger–Reissner principle for anisotropic beams with arbitrary cross-sectional geometries and material distributions. Both stresses and three-dimensional (3D) warping deformations are treated as unknowns, which are modeled using the isoparametric finite element (FE) shape functions. The nodal stresses are solved on each material domain, resulting in the required continuity within the domain and discontinuity at the material interfaces. A generalized Timoshenko-like stiffness matrix is constituted from the 3D warping solution inherently describing Timoshenko model for transverse shear, Poisson deformations, and associated couplings. The accuracy of the present analysis is demonstrated for benchmark composite beams with elastic couplings. The computed elastostatic responses are in excellent agreement with those of 3D FE analysis and experimental data. The stress predictions from the present multifield formulation show excellent correlation with 3D FE results using fewer elements in comparison to the conventional displacement-based approach while maintaining the stress continuity requirements for multilayered composite beams.
ISSN:0001-1452
1533-385X
DOI:10.2514/1.J057384