K (t, s) ϑ (s, ε) dφ (s)= f (t)+ εu (t0), t∈[t0, T],(2) где 0< ε-Џ малый параметр,(t, s)∈ G=(t, s):
t0≤ s≤ t≤ T. Различные вопросы для интегральных уравнений исследованы в работах …

The structure of the layered rocks is characterized by oriented bedding planes, resulting in
transverse isotropy in deformation and strength. An elastoplastic constitutive model was …

A new hybrid homogenization approach is proposed for simulating the homogenized and
local response of unidirectional fuzzy fiber nanocomposites undergoing inelastic …

The article considers a numerical method for solving a two-dimensional coupled dynamic
thermoplastic boundary value problem based on deformation theory of plasticity. Discrete …

Coupled dynamic thermoplastic boundary value problems in two dimensions based on
strain space and deformation theories of plasticity are formulated. The explicit and implicit …

The transverse isotropic (TI) creep behavior of rocks was investigated using laboratory tests
and constitutive modelling. Triaxial stepwise and multiple-stage creep tests were performed …

This article discusses a new approach for the numerical solution of two-dimensional
dynamic problems of thermo-elastic-plasticity. The deformation theory of Ilyushin was used …

Using the strain space thermoplasticity theory, proposed by the first author, the coupled
dynamic thermomechanical boundary value problems are formulated. The strain space …

The widely used engineering construction materials such as fiber and laminated composite
materials are usually under the thermomechanical forces and undergoes thermoplastic …

Usually, for the numerical solution of elastoplastic boundary value problems based on
deformation theory of plasticity is used an elastic solutions method proposed by AA Ilyushin …