Nonlinear problem on hyperelastic deformation of the shell of average thickness FEM of
isotropic hyperelastic bodies is resulted. In the first section it is resulted resolving linearise
Evolution of the interface in a stratified anisotropic porous material similar problem for a stratified
inhomogeneous isotropic material by nonorthogonal transformation
Static and dynamic buckling modes of spherical shells subjected to external pressure shapes of
isotropic spherical
shells undergoing external hydrodynamic pressure. In the analysis
Modeling of Creep of a Closed Cylindrical Shell Under Hydrostatic Pressure reinforced concrete
shell as well. There are no restrictions on boundary conditions and the
type of loading
О слабом решении уравнений Эйнштейна для
расширяющейся пыли. Initial
conditions leading to a
shell-crossing singularity are chosen. The way to construct a week
Way of Optimization of Stress State of Elements of Concrete StructuresInverse problems of the theory of elasticity for
inhomogeneous bodies, as a rule, are used
Refined geometrically nonlinear equations of motion for elongated rod-type plate for elongated rod-
type plates. They are based on the proposed earlier relationships of geometrically nonlinear