Titlebook: Dynamics, Strength of Materials and Durability in Multiscale Mechanics; Francesco dell‘Isola,Leonid Igumnov Book 2021 Springer Nature Swit

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Cigdem Alabas-Uslu,Berna DengizThe conditions under which the poles of the solution in transforms have the first order have been established. As an example, the solution of the problem of one-dimensional non-stationary wave propagation in a linear viscoelastic cylinder is presented.

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Features of Subsonic Stage of Contact Interaction of Viscoelastic Half-Plane and Absolutely Rigid Stions for the force of contact interaction, the equation connecting half-plane boundary-normal displacement with the striker displacement and integral relation connecting half-plane boundary-normal displacement with contact stresses. For the obtained equation system, solution difference scheme is constructed.

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Numerical Evaluation of Integrals in Laplace Domain Anisotropic Elastic Fundamental Solutions for He propose a procedure based on the quadrature rule developed by Evans and Webster for the evaluation of rapidly oscillatory integrals. For a triclinic anisotropic elastic material, we consider an illustrative numerical example which involves phase functions with stationary points.

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adduction

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Excitation of the Waves with a Focused Source, Moving Along the Border of Gradient-Elastic Half-Spar, the second gradients of the displacement vector, the asymmetric stress tensor, and the moment stress tensor, we consider the problem of generating disturbances by a moving source. It is assumed that the source moves at a constant speed along the border of the half-space. The problem is considered

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On the Spectrum of Relaxation Times in Coupled Diffusion and Rheological Processes in Metal Alloys,del, which takes into account elastic and viscous bulk and shear modulus. Here, we consider the spatial perturbations of a homogeneous stationary solution of field equations for a one-dimensional model problem, in which only the diffusion and rheological relations remain nontrivial. The study made a

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Finite Element Method Study of the Protection Damping Elements Dynamic Deformation,rial obtained by joining homogeneous metal hollow spheres. The MHS filler is modeled by a continually homogeneous, orthotropic, physically nonlinear medium. The solution of the determining equation system is based on the finite element method moment scheme and the explicit finite-difference time int