Structural and aeroelastic analyses using beam theories by default choose a cross section that is perpendicular to the reference line. In several cases, such as swept wings with high AR, a beam theory that allows for the choice of a cross section that is oblique to the reference line may be more convenient. This work uses the variational asymptotic method (VAM) to develop such a beam theory. The problems addressed are the planar deformation of a strip and the full 3D deformation of a solid, prismatic, right-circular cylinder, both made of homogeneous, isotropic material. The motivation for choosing these problems is primarily the existence of 3D elasticity solutions, which comprise a complete validation set for all possible deformations and which are shown to be accurately captured by the current analysis. A secondary motivation was that the development and final results of the beam theory, i.e., the cross-sectional stiffness matrix and stress-strain-displacement recovery relations, are obtainable as closed-form analytical expressions. These results, coupled with the VAM-based beam analysis being devoid of ad hoc assumptions, culminate in what is expected to be of significance when formulating a general oblique cross-sectional analysis for beams with anisotropic material and initial curvature/twist, the detailed treatment of which will be alluded to in a later paper.
Asymptotic Approach to Oblique Cross-Sectional Analysis of Beams
Manuscript received June 24, 2013; final manuscript received September 4, 2013; accepted manuscript posted September 12, 2013; published online October 16, 2013. Assoc. Editor: Anthony Waas.
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Rajagopal, A., and Hodges, D. H. (October 16, 2013). "Asymptotic Approach to Oblique Cross-Sectional Analysis of Beams." ASME. J. Appl. Mech. March 2014; 81(3): 031015. https://doi.org/10.1115/1.4025412
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