The statement of the boundary value problem on deformation a circular three-layer plate in its plane under action non-axisymmetric load is herein presented. materials thin carrier layers obey hypotheses theory small elastoplastic deformations. relatively thick filler physically non-linearly elastic. A system non-linear differential equilibrium equations partial derivatives obtained. general tec...

A generalized simplified model for describing the dynamic behavior of distributed parameter systems is proposed. The various specific characteristics of gain and phase angle of distributed parameter systems are investigated from frequency response formulation and complex plane representation of the proposed simplified model. The complex plane investigation renders some important inequality cons...

We investigate the uniformity of anti-plane stresses inside two interacting p-Laplacian nonlinear elastic non-elliptical inhomogeneities embedded in an infinite linear matrix subjected to uniform remote stresses. In our discussion, have a common shear modulus. The internal is accomplished through numerical solution single non-linear equation.

A constitutive multi-laminate based elastic-plastic model developed to be capable of accounting induced anisotropic behavior of granular material such as sand. The fabric feature or grain orientation characteristic effects through medium are considered in a rational way under any complex stress path, including cyclic loading. The salient feature of the developed model is a non-associative on pl...

The evolution of the damage mechanic properties for un-reinforced masonry panels under dynamic loads is critical in a time-domain analysis of masonry shear walls. This research project experimentally investigates the evolution of the properties of the damage variable for unreinforced masonry panels, subject to dynamic in-plane displacement controlled strain. This paper presents the theoretical ...