Nonlinear Problem

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Tasawar Hayat - One of the best experts on this subject based on the ideXlab platform.

  • slip and joule heating effects in mixed convection peristaltic transport of nanofluid with soret and dufour effects
    Journal of Molecular Liquids, 2014
    Co-Authors: Tasawar Hayat, F M Abbasi, Maryem Alyami, Shatha Monaquel
    Abstract:

    Abstract Mixed convection peristaltic flow of magnetohydrodynamic (MHD) nanofluid is analyzed. Effects of Brownian motion and thermophoresis are explored. Mathematical formulation is given in the presence of velocity, thermal, and concentration slip effects. Impacts of Joule heating and Soret and Dufour effects are also outlined. Long wavelength and low Reynolds number approximations are used in the modeling of Nonlinear Problem. Resulting equations are solved numerically. Effects of sundry parameters on the flow quantities are analyzed.

  • mhd axisymmetric flow of third grade fluid between stretching sheets with heat transfer
    Computers & Fluids, 2013
    Co-Authors: Tasawar Hayat, A. Alsaedi, Anum Shafiq, Muhammad Awais
    Abstract:

    Abstract This investigation looks at the heat transfer effects in magnetohydrodynamic (MHD) axisymmetric flow of third-grade fluid between the stretching sheets. Viscous and Joule heating effects are given due attention. The resulting Nonlinear Problem is computed for velocity and temperature fields. Expressions of skin friction coefficient and local Nusselt number are calculated. Dimensionless results of velocity and temperature fields are examined for various parameters of interest. Numerical values of skin friction coefficient and Nusselt number are obtained and analyzed.

  • newtonian heating in a flow of thixotropic fluid
    European Physical Journal Plus, 2013
    Co-Authors: Muhammad Awais, Tasawar Hayat, A Qayyum, Ahmed Alsaedi
    Abstract:

    The present research is concerned with the influence of Newtonian heating on the stagnation point flow near a stretching surface. Constitutive equations of thixotropic fluids are employed in the development of mathematical Problem. The Nonlinear Problem is computed in series form. Besides this, the effects of embedded parameters of interest in the flow Problem are analyzed. Numerical results for physical quantities are presented and examined in the tables.

  • series solution for flow of a second grade fluid in a divergent convergent channel
    Canadian Journal of Physics, 2010
    Co-Authors: Tasawar Hayat, M Nawaz, S Asghar, Awatif A Hendi
    Abstract:

    This study explores the flow of a second-grade fluid in divergent-convergent channel. The Problem formulation is first developed, and then the corresponding Nonlinear Problem is solved by homotopy analysis method (HAM). The ef- fects of different physical parameters on the velocity profile are shown. The numerical values of the skin friction coeffi- cient for different values of parameters are tabulated.

  • stokes first Problem for sisko fluid over a porous wall
    Applied Mathematics and Computation, 2010
    Co-Authors: Tasawar Hayat, R J Moitsheki, Shirley Abelman
    Abstract:

    We investigate the time-dependent flow of an incompressible Sisko fluid over a wall with suction or blowing. The flow is caused by sudden motion of the wall in its own plane. The magnetodynamic nature of the fluid is taken into account by applying a variable magnetic field. The resulting Nonlinear Problem is solved by invoking a symmetry approach and numerical techniques. The essential features of the embedded key parameters are described. Particularly the significance of the rheological effects is studied.

Makarov M. - One of the best experts on this subject based on the ideXlab platform.

  • Differential Properties of the Operator of the Geometrically Nonlinear Problem of a Sandwich Plate Bending
    2020
    Co-Authors: Makarov M.
    Abstract:

    © 2019, Pleiades Publishing, Ltd. The geometrically Nonlinear bending Problem of a sandwich plate with a transversally soft core in a one-dimensional formulation is considered. A generalized formulation of the Problem in the form of an operator equation in Sobolev space is obtained. The differential properties of the operator of this equation are investigated. It is proved that the operator of the equation is differentiate according to Gâlteaux. It is established that the Gâlteaux derivative is a continuous operator. Therefore, the operator is also differentiate Fréchet derivative wherein the Gato derivative coincides with the Fréchet derivative

  • Mathematical Simulation of Nonlinear Problem of Three-point Composite Sample Bending Test
    2020
    Co-Authors: Makarov M.
    Abstract:

    © 2016 The Authors.This study is devoted to numerical analysis of the geometrically and physically Nonlinear Problem of three-point bending test of laminated fiber-reinforced composite samples with rectangular cross-section. The Problem is formulated by using relationships based on describing the displacement vector for an arbitrary point on the beam (Timoshenko model). For numerical solution of the Problem, the finite sums method is used. In accordance with this method, the initial equations are reduced to integro-algebraic equations, which are then approximated by a collocation method using Gauss nodes. Implemented numerical enables a very accurate description of solution having large gradients change at very short sections. Buckling of the beam under transverse load has been studied by altering the loading parameter

  • Solvability of physically and geometrically Nonlinear Problem of the theory of sandwich plates with transversally-soft core
    2020
    Co-Authors: Makarov M.
    Abstract:

    © 2015, Allerton Press, Inc. The paper presents a generalized statement of geometrically and physically Nonlinear Problem of the equilibrium of sandwich plate with transversally-soft core. Generalized statement is formulated as a Problem of finding a saddle point of a functional. We investigate the properties of this functional. These properties allow to prove a theorem of solvability of variational Problem under consideration

  • Numerical investigation of a physically Nonlinear Problem of the longitudinal bending of the sandwich plate with a transversal-soft core
    2020
    Co-Authors: Makarov M.
    Abstract:

    © PNRPU.In this paper, a numerical investigation of a physically Nonlinear Problem of the longitudinal bending of an infinitely long sandwich plate with a transversal-soft core is carried out. We assume that in the right face section the edges of the carrier layers are clamped and there is no adhesive joint of the core with the support element, in the left face section the edges of the carrier layers of the plates are hinge supported on a completely rigid in the transverse direction diaphragms, glued with the end section of the core. The Problem is considered in the one-dimensional geometrically Nonlinear statement. It is assumed that the relationship between the tangential stress and strain shear corresponds to the ideal elasticplastic models, i.e., the tangential stress modules in the core do not exceed a certain limiting value. This condition means the prevention of the structural failure and corresponds to an account of the physical Nonlinearity in the core material by the ideal elastic-plastic model. The generalized statement is formulated as a Problem of finding a saddle point of the Lagrange generalized functional. Lagrange functional properties are investigated. Its convexity, lower semicontinuity and coercivity on the basic variables (displacements of the points of the middle surface of the carrier layers), the concavity, upper semicontinuity and anticoercivity on the Lagrange multipliers (tangential stresses in the core) are established. It made it possible to use the general theory of the existence of saddle points to prove the existence and uniqueness theorem. To solve the Problem the two-layer iterative Uzawa method is proposed, each step of which is reduced to the solving of the linear elasticity Problem and finding the projection onto the convex closed set. We have established the convergence of the method. By using the software package developed in Matlab environment, the numerical experiments for a model Problem have been carried out. The analysis of the results is made. The numerical results correspond to the physical picture

  • Numerical Investigation of Physically Nonlinear Problem of Sandwich Plate Bending
    2020
    Co-Authors: Makarov M.
    Abstract:

    © 2016 The Authors.The present work is devoted to the numerical investigation of geometrically linear Problem of bending of sandwich plate with transversal-soft core for the physically non-linear case. The generalized statement of the Problem consists in finding a saddle point of some functional. The existence and uniqueness theorem solutions are proved. To solve the Problem, we use an iterative process previously proposed by the authors, each step of which is reduced to solving a linear Problem of the elasticity theory and finding the projection onto convex closed set. A Matlab software package was developed, numerical experiments for the model Problems are performed. The results of numerical experiments show the effectiveness of the proposed iterative method

Muhammad Sajid - One of the best experts on this subject based on the ideXlab platform.

V N Paimushin - One of the best experts on this subject based on the ideXlab platform.

  • geometrically Nonlinear Problem of longitudinal and transverse bending of a sandwich plate with transversally soft core
    Lobachevskii Journal of Mathematics, 2018
    Co-Authors: I B Badriev, M V Makarov, V N Paimushin
    Abstract:

    The stress-strain state of sandwich plates with a transversally soft core is determined in one-dimensional geometrically Nonlinear formulation. It is supposed that the edges of carrier layers in the right end section are rigidly clamped and the core is not adhesively bound with the support element. The edges of carrier layers in the left end section are assumed to be hinged on diaphragms that are absolutely rigid in the transverse direction, glued to the end section of the core. A load is applied to the median surface of the first carrier layer from the left end section. On the basis of the generalized Lagrange principle, the general statement is formulated as an operator equation in the Sobolev space. The operator is shown to be pseudo-monotonic and coercive. This makes it possible to prove a theorem that there exists a solution. A two-layer iterative method is proposed for solving the Problem. The convergence of the method is examined using the additional properties of the operator (i.e., quasi-potentiality and bounded Lipschitz continuity). The iteration parameter variation limits ensuring the method convergence are found. A software package has been developed to conduct numerical experiments for the Problem of longitudinal–transverse bending of a sandwich plate. Tabulation is performed with respect to both longitudinal and transverse loads. The results indicate that in terms of weight sophistication and for the given form of loading, the sandwich plate of an asymmetric structure with unequal thicknesses of carrier layers is the most rational and equally stressed plate.

  • mathematical simulation of Nonlinear Problem of three point composite sample bending test
    Procedia Engineering, 2016
    Co-Authors: I B Badriev, M V Makarov, V N Paimushin
    Abstract:

    Abstract This study is devoted to numerical analysis of the geometrically and physically Nonlinear Problem of three-point bending test of laminated fiber-reinforced composite samples with rectangular cross-section. The Problem is formulated by using relationships based on describing the displacement vector for an arbitrary point on the beam (Timoshenko model). For numerical solution of the Problem, the finite sums method is used. In accordance with this method, the initial equations are reduced to integro-algebraic equations, which are then approximated by a collocation method using Gauss nodes. Implemented numerical enables a very accurate description of solution having large gradients change at very short sections. Buckling of the beam under transverse load has been studied by altering the loading parameter.

  • numerical investigation of physically Nonlinear Problem of sandwich plate bending
    Procedia Engineering, 2016
    Co-Authors: I B Badriev, M V Makarov, V N Paimushin
    Abstract:

    Abstract The present work is devoted to the numerical investigation of geometrically linear Problem of bending of sandwich plate with transversal-soft core for the physically non-linear case. The generalized statement of the Problem consists in finding a saddle point of some functional. The existence and uniqueness theorem solutions are proved. To solve the Problem, we use an iterative process previously proposed by the authors, each step of which is reduced to solving a linear Problem of the elasticity theory and finding the projection onto convex closed set. A Matlab software package was developed, numerical experiments for the model Problems are performed. The results of numerical experiments show the effectiveness of the proposed iterative method.

  • solvability of physically and geometrically Nonlinear Problem of the theory of sandwich plates with transversally soft core
    Russian Mathematics, 2015
    Co-Authors: I B Badriev, M V Makarov, V N Paimushin
    Abstract:

    The paper presents a generalized statement of geometrically and physically Nonlinear Problem of the equilibrium of sandwich plate with transversally-soft core. Generalized statement is formulated as a Problem of finding a saddle point of a functional. We investigate the properties of this functional. These properties allow to prove a theorem of solvability of variational Problem under consideration.

Yoshihiro Shibata - One of the best experts on this subject based on the ideXlab platform.