Unsteady deformation of elastic solids in the shape of a circular cylindrical segment (Q2723269)

The authors consider an isotropic elastic body bounded by the cylindric surfaces \(r = R_0\) and \(r=R_1\), the planes \(z=0\) and \(z=z_0\) and the halfplanes \(\theta=0\) and \(\theta=\theta_0\) \((R_0\leq r\leq R_1\); \(0\leq z\leq z_0\); \(0\leq \theta\leq\theta_0)\), \((r,\theta,z)\) are cylindrical coordinates. The initial conditions are assumed to be zero. Discussed is the stresses state of the thick-wall cylinder under plane nonaxisymmetric loading.