Equations for small finite displacements of shear-deformable plates are used to derive a one-dimensional theory of finite deformations of straight slender beams with one cross-sectional axis of symmetry. The equations of this beam theory are compared with the corresponding case of Kirchhoff’s equations, and with a generalization of Kirchhoff’s equations which accounts for the deformational effects of cross-sectional forces. Results of principal interest are: 1. The equilibrium equations are seven rather than six, in such a way as to account for cross-sectional warping. 2. In addition to the usual six force and moment components of beam theory, there are two further stress measures, (i) a differential plate bending moment, as in the corresponding linear theory, and (ii) a differential sheet bending moment which does not occur in linear theory. The general results are illustrated by the two specific problems of finite torsion of orthotropic beams, and of the buckling of an axially loaded cantilever, as a problem of bending-twisting instability caused by material anisotropy.
Skip Nav Destination
On a One-Dimensional Theory of Finite Torsion and Flexure of Anisotropic Elastic Plates
Department of Applied Mechanics and Engineering Sciences, University of California, San Diego, La Jolla, Calif. 92093
Reissner, E. (September 1, 1981). "On a One-Dimensional Theory of Finite Torsion and Flexure of Anisotropic Elastic Plates." ASME. J. Appl. Mech. September 1981; 48(3): 601–605. https://doi.org/10.1115/1.3157681
Download citation file: