On Stretching,Bending,Twisting and Flexure of Cylindrical Shells.

摘要

The equilibrium differential equations of cylindrical shells, in conjunction with the complementary energy principle, are used for (1) a derivation of constitutive equations for coupled stretching, bending and twisting of thin-walled anisotropic straight beams, and (2) a derivation of influence coefficients for end-loaded cantilever beams, with applications to the problem of shear and twist center location. (Author)