The problem of the bending of a prismatic elastic solid by finite torques u
nder large deformation conditions is considered. Using the semi-inverse met
hod, the initial three-dimensional boundary-value problem of the non-linear
theory of elasticity is reduced to a two-dimensional non-linear boundary-v
alue problem for a region in the form of the cross-section of the beam. Two
formulations of the problem are given in the cross-section: in terms of th
e displacements and of the stresses. Stress functions are introduced and a
variational formulation of the two-dimensional problem is obtained, based o
n the supplementary energy principle. An approximate solution of the proble
m of the strong bending of a beam of rectangular cross-section is found for
a semi-linear material and for a Bartenev-Khazanovich material using the R
itz method. (C) 2000 Elsevier Science Ltd. All rights reserved.