<?xml version="1.0" encoding="utf-8"?>
<journal>
  <titleid>https://www.elibrary.ru/title_about_new.asp?i</titleid>
  <issn>1605-8119</issn>
  <journalInfo lang="ENG">
    <title>Materials physics and mechanics</title>
  </journalInfo>
  <issue>
    <volume>31</volume>
    <number>1/2</number>
    <altNumber> </altNumber>
    <dateUni>2017</dateUni>
    <pages>1-96</pages>
    <articles>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>1-4</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Lobachevsky State University of Nizhni Novgorod</orgName>
              <surname>Igumnov</surname>
              <address>Nizhni Novgorod, Russia</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>Lobachevsky State University of Nizhni Novgorod</orgName>
              <surname>Ipatov</surname>
              <address>Nizhni Novgorod, Russia</address>
            </individInfo>
          </author>
          <author num="003">
            <individInfo lang="ENG">
              <orgName>Lobachevsky State University of Nizhni Novgorod</orgName>
              <surname>Belov</surname>
              <address>Nizhni Novgorod, Russia</address>
            </individInfo>
          </author>
          <author num="004">
            <individInfo lang="ENG">
              <orgName>Lobachevsky State University of Nizhni Novgorod</orgName>
              <surname>Litvinchuk</surname>
              <address>Nizhni Novgorod, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Boundary element method in solving dynamic problem of poroviscoelastic prismatic solid</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">Boundary-value problem of three-dimensional poroviscoelasticity is considered. The basic equations for fluid-saturated porous media proposed by Biot are modified by applying elastic-viscoelastic principle to classical linear elastic model of the solid skeleton. To describe viscoelastic properties of the solid skeleton model with weakly singular kernel is used. Boundary Integral Equations (BIE) method and Boundary-Element Method (BEM) with mixed discretization are applied to obtain numerical results. Solutions are obtained in Laplace domain. Modified Durbin's algorithm of numerical inversion of Laplace transform is used to perform solutions in time domain. An influence of viscoelastic parameter coefficient on dynamic responses is studied.</abstract>
        </abstracts>
        <codes/>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>poroviscoelasticity; dynamic problem; boundary element method</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://mpm.spbstu.ru/article/2017.53.1/</furl>
          <file>MPM131_01_igumnov.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>5-8</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Lobachevsky State University of Nizhni Novgorod</orgName>
              <surname>Igumnov</surname>
              <address>Nizhni Novgorod, Russia</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>Lobachevsky State University of Nizhni Novgorod</orgName>
              <surname>Markov</surname>
              <address>Nizhni Novgorod, Russia</address>
            </individInfo>
          </author>
          <author num="003">
            <individInfo lang="ENG">
              <orgName>Lobachevsky State University of Nizhni Novgorod</orgName>
              <surname>Amenitskiy</surname>
              <address>Nizhni Novgorod, Russia</address>
            </individInfo>
          </author>
          <author num="004">
            <individInfo lang="ENG">
              <orgName>Lobachevsky State University of Nizhni Novgorod</orgName>
              <surname>Vorobtsov</surname>
              <address>Nizhny Novgorod, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Dynamic analysis of 3D composite piezoelectric solids using BEM</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">A Laplace domain direct boundary element approach for the three-dimensional dynamic analysis of the composite piezoelectric solids is presented. Integral representations of the fundamental solutions are used. Time domain solutions are obtained by the modified Durbin's method. Proposed boundary element formulation is verified through numerical examples.</abstract>
        </abstracts>
        <codes/>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>3D composite piezoelectric solids; dynamic analysis; boundary element approach; modified Durbin's method</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://mpm.spbstu.ru/article/2017.53.2/</furl>
          <file>MPM131_02_igumnov.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>9-11</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Lobachevsky State University of Nizhni Novgorod</orgName>
              <surname>Igumnov</surname>
              <address>Nizhni Novgorod, Russia</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>Lobachevsky State University of Nizhni Novgorod</orgName>
              <surname>Litvinchuk</surname>
              <address>Nizhni Novgorod, Russia</address>
            </individInfo>
          </author>
          <author num="003">
            <individInfo lang="ENG">
              <orgName>Don State Technical University</orgName>
              <surname>Petrov</surname>
              <address>Rostov-on-Don, Russia</address>
            </individInfo>
          </author>
          <author num="004">
            <individInfo lang="ENG">
              <orgName>Don State Technical University</orgName>
              <surname>Aizikovich</surname>
              <address>Rostov-on-Don, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Simulation of a compressional slow wave in partially saturated poroelastic 1-D column</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">We simulate wave propagation in a partially saturated porous medium, where the feature is the presence of a slow wave. The pores are filled with a wetting fluid and a nonwetting fluid, and the model, based on a Biot-type three-phase theory. In the present paper, the solution of a finite one dimensional column with Neumann and Dirichlet boundary conditions are presented. The solution is obtained in the Laplace domain and the time-step method is chosen to obtain the time domain solution. The material data of Massillion sandstone are used for calculations. The column response to the dynamic loading is examined in terms of displacement, pore water pressure, pore air pressure. By neglecting the viscosity of the fluid, assuming very large permeabilities, the second compressional wave are identified.</abstract>
        </abstracts>
        <codes/>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>partially saturated porous medium; wave propagation; compressional slow wave; simulation</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://mpm.spbstu.ru/article/2017.53.3/</furl>
          <file>MPM131_03_igumnov.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>12-15</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Saint-Petersburg State University of Architecture and Civil Engineering</orgName>
              <surname>Kagan-Rosenzweig</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">On calculation of natural frequencies of compressed rods with variable cross-section</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">A method of constructing improved basis functions for frequency calculation by means of Bubnov-Galerkin method is proposed. Method efficiency is demonstrated by analysis of cantilever rod with variable cross-section. Natural frequencies of such unloaded rod are calculated, and critical force for a rod compressed by follower force is determined.</abstract>
        </abstracts>
        <codes/>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>compressed rods; variable cross-section; frequencies; method of calculation</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://mpm.spbstu.ru/article/2017.53.4/</furl>
          <file>MPM131_04_kagan-rosenzweig.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>16-19</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>St. Petersburg State University of Architecture and Civil Engineering</orgName>
              <surname>Karpov</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>St. Petersburg State University of Architecture and Civil Engineering</orgName>
              <surname>Semenov</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Numerical methods for calculating the strength and stability of stiffened orthotropic shells</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">The article discusses coatings of building structures in the form of shells, made of advanced composite materials. A mathematical shell model takes into account the geometric nonlinearity, orthotropy of material, transverse shifts, presence of reinforcement ribs. The study algorithm of this model is based on the minimization of the functional of the total potential energy of shell deformation and the linearization of the problem through best parameter continuation. Based on the software product developed, a comprehensive study of the strength and stability of various shell structures has been conducted. The efficiency of the use of orthotropic composite materials compared to traditional isotropic ones is shown.</abstract>
        </abstracts>
        <codes/>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>stiffened orthotropic shell; strength; stability; numerical methods</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://mpm.spbstu.ru/article/2017.53.5/</furl>
          <file>MPM131_05_karpov.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>20-22</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Saint Petersburg State University of Architecture and Civil Engineering</orgName>
              <surname>Kondrat'eva</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>Petersburg State Transport University of Emperor Alexander I</orgName>
              <surname>Povarova</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Influence of various factors on the value of critical force and the frequency of free oscillations of polyhedral shellss</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">In this paper, we present the results of analytical researches on the influence of various factors on the value of critical force and the frequency of free oscillations of thin shallow polyhedral shells made of flat plates. Here we show the dependency graphs of the free oscillation frequency on the shell aspect ratio and the number of fractures and give practical recommendations to the design engineers.</abstract>
        </abstracts>
        <codes/>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>thin shallow polyhedral shell; frequency of free oscillations; critical force</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://mpm.spbstu.ru/article/2017.53.6/</furl>
          <file>MPM131_06_kondratyeva.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>23-27</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Petersburg State Transport University of Emperor Alexander I</orgName>
              <surname>Kukhareva</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">The solution of boundary problems for shape memory alloy cylinder and plate</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">A connected thermomechanical boundary problems for TiNi cylinder and plate, loaded by an external force and subjected to cooling or heating from the surface, has been solved. The constitutive relations are given by the microstructural model. Even for a low cooling rate, the temperature, stress, and martensite volume fraction are inhomogeneous, and the transformation-induced strain in the force direction decreases with an increase in the temperature rate.</abstract>
        </abstracts>
        <codes/>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>alloy with shape memory; cylinder; plate; thermomechanical boundary-value problems</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://mpm.spbstu.ru/article/2017.53.7/</furl>
          <file>MPM131_07_kukhareva.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>28-31</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Lalin</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Zdanchuk</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Conditions on the surface of discontinuity for the reduced Cosserat continuum</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">In this work, we consider a mathematical model for granular medium. Here we claim that reduced Cosserat continuum is a suitable model to describe granular materials. Reduced Cosserat continuum is an elastic medium, where all translations and rotations are independent. Moreover, a force stress tensor is asymmetric and a couple stress tensor is equal to zero. In paper, we are aiming to establish a continuity conditions for nonlinear reduced Cosserat continuum.</abstract>
        </abstracts>
        <codes/>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>granular materials; reduced Cosserat continuum; conditions on the surface of discontinuity</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://mpm.spbstu.ru/article/2017.53.8/</furl>
          <file>MPM131_08_lalin.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>32-35</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>“Vedeneev VNIIG” JSC</orgName>
              <surname>Le-Zakharov</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Melnikov</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
          <author num="003">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Semenov</surname>
              <initials>Artem</initials>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Nonlinear analysis of fluid saturated soil and rock under complex hydromechanical loading on the base of poroplastic models</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">The elastic-plastic model is adopted to simulate the behavior of saturated porous material under mechanical and hydraulic loading. Linear strains are calculated with Biot coupled poroelastic equations. Transition to the plastic state is determined by Mohr-Coulomb or Drucker-Prager criterion in Terzaghi effective stress space. Multisurface theory of plasticity algorithms are used for integration of nonlinear constitutive equations. The results of computations show a good agreement in comparison with available experimental data.</abstract>
        </abstracts>
        <codes/>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>saturated porous material; mechanical and hydraulic loading; poroplastic model; nonlinear analysis</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://mpm.spbstu.ru/article/2017.53.9/</furl>
          <file>MPM131_09_le-zakharov.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>36-39</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>St.Petersburg State University</orgName>
              <surname>Matrosov</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>St.Petersburg State University</orgName>
              <surname>Shirunov</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Analyzing thick layered plates under their own weight by the method of initial functions</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">Taking into consideration an own weight when analyzing massive solids is rather important problem of the theory of elasticity and structural mechanics. Thick layered plates are often used as elements of various constructions. The method of initial functions (MIF) is very suitable for their analyzing. In this article the MIF algorithm for taking into account the stress from own weight is extended to analyze layered plates.</abstract>
        </abstracts>
        <codes/>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>thick layered plate; method of initial functions</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://mpm.spbstu.ru/article/2017.53.10/</furl>
          <file>MPM131_10_matrosov.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>40-43</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>St. Petersburg State University of Architecture and Civil Engineering</orgName>
              <surname>Morozov</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>St. Petersburg State University of Architecture and Civil Engineering</orgName>
              <surname>Pukharenko</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
          <author num="003">
            <individInfo lang="ENG">
              <orgName>St. Petersburg State University of Architecture and Civil Engineering</orgName>
              <surname>Yushin</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">The numerical investigations of double-span concrete beams strengthened with fiber reinforced plastics across the oblique section</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">We suggest a method for finite-element modelling of beams strengthened with fiber reinforced plastics (carbon fiber-reinforced plastics), which allows analyzing the mechanism of cracks formation and forecasting the failure mode when planning physical experiments. We have represented the comparison of schemes of crack formation obtained as a result of numerical modelling.</abstract>
        </abstracts>
        <codes/>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>double-span concrete beams; carbon fiber-reinforced plastics; mechanism of cracks formation</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://mpm.spbstu.ru/article/2017.53.11/</furl>
          <file>MPM131_11_morozov.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>44-47</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Rolls-Royce Deutschland Ltd &amp; Co KG</orgName>
              <surname>Nosikov</surname>
              <address>Oberursel, Germany</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Semenov</surname>
              <initials>Artem</initials>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
          <author num="003">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Melnikov</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
          <author num="004">
            <individInfo lang="ENG">
              <orgName>Ahmet Yesevi University</orgName>
              <surname>Rayimberdiyev</surname>
              <address>Turkestan, Kazakhstan</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Prediction of short fatigue crack propagation on the base of non-local fracture criterion</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">Models of short fatigue crack propagation, taking into account the non-monotonic crack growth rate and predicting an existence of one or several threshold stress intensity factors, are considered. The models are formulated on the base of Leonov-Panasyuk-Dugdale formalism with using the non-local fracture criterion. A comparison of the obtained results with experimental data are given and discussed.</abstract>
        </abstracts>
        <codes/>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>fatigue crack; crack propagation; crack growth rate; non-local fracture criterion</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://mpm.spbstu.ru/article/2017.53.12/</furl>
          <file>MPM131_12_nosikov.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>48-51</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Institute of Problems of Chemical Physics RAS</orgName>
              <surname>Ostrik</surname>
              <address>Chernogolovka, Russia </address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <surname>Utkin</surname>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Calculation of a shock adiabatic curve for syntactic foam taking into account presence of gas component localized in hollow microspheres</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">Calculation method for shock adiabatic curves of syntactic foam are considered. The comparison results of the calculated and experimental data are given. The satisfactory consent of these data is shown. Influence of gas components on dynamic compressibility of syntactic foam is received when initial gas pressure is more 50 bar.</abstract>
        </abstracts>
        <codes/>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>syntactic foam; hollow microspheres; gas component; shock adiabatic curves; calculation method</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://mpm.spbstu.ru/article/2017.53.13/</furl>
          <file>MPM131_13_ostrik.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>52-55</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>St.Petersburg State University</orgName>
              <surname>Pronina</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>St.Petersburg State University</orgName>
              <surname>Khryashchev</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Mechanochemical growth of an elliptical hole under normal pressure</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">An approximate analytical benchmark for the problem of nonuniform mechanochemical wear of an infinite plane with an elliptical hole under internal normal pressure is presented. The solution is developed for the cases when the minor axis of the ellipse is greater than the half of the major one. The rate of material dissolution is supposed to be linearly dependent on the maximum principal stress at a corresponding point on the surface of the hole.</abstract>
        </abstracts>
        <codes/>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>mechanochemical wear; infinite plane; elliptical hole; internal normal pressure</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://mpm.spbstu.ru/article/2017.53.14/</furl>
          <file>MPM131_14_pronina.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>56-58</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>JSC "NITS "STROITELSTVO" TSNIISK named after V.A. Kucherenko</orgName>
              <surname>Pyatikrestovsky</surname>
              <address>Russia</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>"Gorproekt"</orgName>
              <surname>Travush</surname>
              <address>Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">A complex analysis of stress-strain state of ribbed wooden structures with anisotropic sheathings</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">The article analyzes constructions with a frame from straight or curved rods creating orthogonal net, the cells of which are filled with slab materials vulnerable to shear. For computer calculation the method of deformation integral module and the strength criteria for elements in complex stress state are used. Calculation preconditions and basic correlations are provided.</abstract>
        </abstracts>
        <codes/>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>ribbed wooden structures; anisotropic sheathings; stress-strain state</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://mpm.spbstu.ru/article/2017.53.15/</furl>
          <file>MPM131_15_pyatikrestovsky.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>59-62</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>St. Petersburg State University of Architecture and Civil Engineering</orgName>
              <surname>Pukharenko</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>Saint Petersburg State University of Architecture and Civil Engineering</orgName>
              <surname>Letenko</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
          <author num="003">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Nikitin</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
          <author num="004">
            <individInfo lang="ENG">
              <orgName>St. Petersburg State University of Architecture and Civil Engineering</orgName>
              <surname>Morozov</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Obtaining the nanomodifier for cement composites based on the "DEALTOM" carbon nanotubes</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">In this paper we present the method for obtaining and the results of application of a new nanomodifier for concrete mixes plasticizers, which is the composition of the DEALTOM material with branched bulk structure and the high-reactive carbon-carbon composite by SPSUACE (Saint Petersburg State University of Architecture and Civil Engineering). As a result, we have obtained a product that has more powerful influence on rheology of concrete mix and structure of cement rock than the DEALTOM and SPSUACE nanomaterials used separately in the same concentration.</abstract>
        </abstracts>
        <codes/>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>cement composites; nanomodifier; method for obtaining; carbon nanotubes</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://mpm.spbstu.ru/article/2017.53.16/</furl>
          <file>MPM131_16_pukharenko.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>63-66</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>St.Petersburg State University of Architecture and Civil Engineering</orgName>
              <surname>Belyy</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>St.Petersburg State University of Architecture and Civil Engineering</orgName>
              <surname>Askinazi </surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Overall stability of steel web-tapered members</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">Efficient analytical-numerical method for the calculation ultimate capacity of thinwalled steel web-tapered members under biaxial loading is presented. It allows to determine ultimate loads and displacements faster than using FEM. Results made by presented method for three loading schemes are demonstrated.</abstract>
        </abstracts>
        <codes/>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>thin-walled steel web-tapered members; biaxial loading; tfficient analyticalnumerical method</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://mpm.spbstu.ru/article/2017.53.17/</furl>
          <file>MPM131_17_belyy.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>67-70</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>St.Petersburg State University of Architecture and Civil Engineering</orgName>
              <surname>Rutman</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>St.Petersburg State University of Architecture and Civil Engineering</orgName>
              <surname>Meleshko</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">The generalization of the flexibility method for elastoplastic computation of rod systems</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">On the basis of generalization of the flexibility method mathematical models are developed describing the elastoplastic deformation of the rods. The algorithm of calculation of the tangential rigidities is presented.</abstract>
        </abstracts>
        <codes/>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>rod systems; elastoplastic deformation; mathematical model; flexibility metho</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://mpm.spbstu.ru/article/2017.53.18/</furl>
          <file>MPM131_18_rutman.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>71-74</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Petersburg State Transport University</orgName>
              <surname>Smirnov</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Fracture assessment diagram for solid with circular crack subjected to concentrated forces</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">Structural criterion of fracture is used to evaluate the ultimate load for solid weakened by circular crack deformed by the action of two point forces applied to the crack faces at its center. Estimation of the risk of failure is based on the two-criterion approach under linear elastic conditions.</abstract>
        </abstracts>
        <codes/>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>solid with circular crack; concentrated forces; fracture</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://mpm.spbstu.ru/article/2017.53.19/</furl>
          <file>MPM131_19_smirnov.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>75-77</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Saint-Petersburg State University of Industrial Technologies and Design</orgName>
              <surname>Stepashkina</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>Mozhaisky Military Space Academy</orgName>
              <surname>Kotskovich</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
          <author num="003">
            <individInfo lang="ENG">
              <orgName>Mozhaisky Military Space Academy</orgName>
              <surname>Altukhov</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
          <author num="004">
            <individInfo lang="ENG">
              <orgName>Mozhaisky Military Space Academy</orgName>
              <surname>Rymkevich</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Heat distribution with structure in solid states</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">The concept of the heat stream structure was introduced. It is considered that heat transfer is carried out on N channels each of which has the own heat distribution speed and frequency. The equation describing heat transfer process in a one-dimensional crystal was offered.</abstract>
        </abstracts>
        <codes/>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>solids; heat transfer; heat stream structure; heat distribution speed</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://mpm.spbstu.ru/article/2017.53.20/</furl>
          <file>MPM131_20_stepashkina.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>78-81</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>St.-Petersburg State University</orgName>
              <surname>Fedorovsky </surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">The chronomechanics of deformation and strength of nanomaterials</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">The analysis of phenomenological modeling of elastoviscoplasticity properties of bulk nanostructures is executed. The determining equations of interrelation of deformation and durability properties of initial and nanostructural bulk materials are constructed on the basis of endochronic concepts to the data of diagrams of their stretching, with the use of "vertical" and "horizontal" scales of generalized time depending on parameters of structure and manufacturing techniques. Examples of application of the approach to metals and fulleren-polymeric composites are considered.</abstract>
        </abstracts>
        <codes/>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>nanomaterials; elastoviscoplasticity; endochronic concepts</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://mpm.spbstu.ru/article/2017.53.21/</furl>
          <file>MPM131_21_fedorovsky.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>82-85</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Chernysheva</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Rozin</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Algorithm of combined method of 3D analysis for the boundary problems in infinite medium</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">Algorithm of the 3D analysis developed for solution of boundary problem by combined method based on incorporating the FEM and Somigliana's integral formula is considered. The algorithm is modified for the case of inhomogeneous medium. Efficiency of software implementations of both algorithms has been tested.</abstract>
        </abstracts>
        <codes/>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>infinite medium; boundary problems; combined method; FEM; Somigliana.s integral formula</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://mpm.spbstu.ru/article/2017.53.22/</furl>
          <file>MPM131_22_chernysheva.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>86-88</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>JSC “Command Devices Research Institute”</orgName>
              <surname>Shevchenko</surname>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Express - evaluation of CMG gyro response in case of random vibration</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">Express-evaluation of gyro of CMG response in case of random vibration and receiving of frequency-response characteristic are represented. Comparison of calculation results and test data indicates their satisfactory conformity.</abstract>
        </abstracts>
        <codes/>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>random vibration; express-evaluation of gyro of CMG response; frequencyresponse characteristic</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://mpm.spbstu.ru/article/2017.53.23/</furl>
          <file>MPM131_23_shevchenko.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>89-92</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Arutyunyan</surname>
              <initials>A.R.</initials>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>Saint Petersburg State University</orgName>
              <surname>Arutyunyan R.A.</surname>
              <initials> R.A.</initials>
              <address>St.Petersburg, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">The condition of transition to unstable state (necking) of a compressible elastic-plastic medium</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">On the stress-strain curves obtained in simple tensile experiments for the metallic specimens a region of instability due to the formation of a neck is observed. In the theory of plasticity the conditions of transition to the unstable state and the appearance of the maximum point on the of stress-strain curve are defined. When this condition is derivate, the assumption of incompressibility of the material is accepted. However, this assumption cannot be justified, because in the neck region the numerous damages appear, i.e. the material becomes compressible. In the article, the condition of transition to unstable state for a compressible plastic medium is formulated.</abstract>
        </abstracts>
        <codes/>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>elastic-plastic medium; unstable state; necking; condition of transition</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://mpm.spbstu.ru/article/2017.53.24/</furl>
          <file>MPM131_24_arutyunyan.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>93-96</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Institute of the Applied Mechanics Russian Academy of Science</orgName>
              <surname>Bakulin</surname>
              <address>Moscow, Russia</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>Pidstryhach Institute for Applied Problems of Mechanics and Mathematics NASU</orgName>
              <surname>Revenko </surname>
              <address>Lviv, Ukraine</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Method of homogeneous solutions in three-dimensional problems for multilayer cylindrical body</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">We consider the three-dimensional stress-strain state of the final laminated cylinder. Three-dimensional homogeneous solutions are constructed for layers of the cylinder with unloaded ends. Solution of boundary value problems is reduced to minimize the generalized quadratic form. The numerical convergence criterion method was established.Stress states of the cylinder under the influence of local efforts, distributed according to different laws: linear, quadratic, trapezoidal are studied. New regularities of distribution of the stress-strained state in structure elements are discussed.</abstract>
        </abstracts>
        <codes/>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>multilayer cylindrical body; three-dimensional stress-strain state; boundary value problems</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://mpm.spbstu.ru/article/2017.53.25/</furl>
          <file>MPM131_25_bakulin.pdf</file>
        </files>
      </article>
    </articles>
  </issue>
</journal>
