Differential cubature method for gradient-elastic Kirchhoff plates

In this article, the differential cubature method is applied for the problem describing the static deformations of gradient-elastic Kirchhoff plates. The theory of gradient elasticity applied for the Kirchhoff plate model results in a sixth order partial differential equation with a set of corresponding boundary conditions. The differential cubature method is shown to be able to solve the problem with a relatively small number of grid points and with a small computational effort. In particular, the correct qualitative dependence of the solution on the size effect parameter is encountered. However, it is demonstrated that the differential cubature method possesses certain deficiencies related to the resulting system matrices and enforcement of boundary conditions, which is an issue that, surprisingly, has not been studied thoroughly before.

[1]  S. Zhang On the accuracy of Reissner–Mindlin plate model for stress boundary conditions , 2006 .

[2]  Philippe G. Ciarlet,et al.  Mathematical elasticity. volume II, Theory of plates , 1997 .

[3]  S. M. Mousavi,et al.  Strain and velocity gradient theory for higher-order shear deformable beams , 2015 .

[4]  K. Lazopoulos On bending of strain gradient elastic micro-plates , 2009 .

[5]  J. Reddy,et al.  Variational approach to dynamic analysis of third-order shear deformable plates within gradient elasticity , 2015 .

[6]  K. M. Liew,et al.  Differential cubature method for static solutions of arbitrarily shaped thick plates , 1998 .

[7]  K. Liew,et al.  Differential cubature method: A solution technique for Kirchhoff plates of arbitrary shape , 1997 .

[8]  Holm Altenbach,et al.  Mechanics of Generalized Continua , 2010 .

[9]  Pradeep Sharma,et al.  A novel atomistic approach to determine strain-gradient elasticity constants: Tabulation and comparison for various metals, semiconductors, silica, polymers and the (Ir) relevance for nanotechnologies , 2007 .

[10]  S. Mousavi Differential Cubature Method for Static Solution of Laminated Shells of Revolution with Mixed Boundary Conditions , 2011 .

[11]  K. G. Tsepoura,et al.  Static and harmonic BEM solutions of gradient elasticity problems with axisymmetry , 2003 .

[12]  Rolf Stenberg,et al.  A Family of C0 Finite Elements For Kirchhoff Plates I: Error Analysis , 2007, SIAM J. Numer. Anal..

[13]  D. Beskos,et al.  Static and Dynamic BEM Analysis of Strain Gradient Elastic Solids and Structures , 2012 .

[14]  D. E. Beskos,et al.  Static, stability and dynamic analysis of gradient elastic flexural Kirchhoff plates , 2008 .

[15]  M. Mahmoodi,et al.  A micro-scale modeling of Kirchhoff plate based on modified strain-gradient elasticity theory , 2013 .

[16]  Douglas N. Arnold,et al.  On the Range of Applicability of the Reissner–Mindlin and Kirchhoff–Love Plate Bending Models , 2002 .

[17]  S. M. Mousavi,et al.  of Mechanics of Materials and Structures STATIC BENDING ANALYSIS OF LAMINATED CYLINDRICAL PANELS WITH VARIOUS BOUNDARY CONDITIONS USING THE DIFFERENTIAL CUBATURE METHOD , 2009 .

[18]  S. M. Mousavi,et al.  Analysis of plate in second strain gradient elasticity , 2014 .

[19]  Differential cubature method for analysis of shear deformable rectangular plates on Pasternak foundations , 2002 .

[20]  L. Morley The Triangular Equilibrium Element in the Solution of Plate Bending Problems , 1968 .

[21]  Johnny Guzmán,et al.  A Mixed Method for the Biharmonic Problem Based On a System of First-Order Equations , 2011, SIAM J. Numer. Anal..

[22]  Rolf Stenberg,et al.  A family of C0 finite elements for Kirchhoff plates II: Numerical results , 2008 .

[23]  Fan Yang,et al.  Experiments and theory in strain gradient elasticity , 2003 .

[24]  Christoph Schwab,et al.  A-posteriori modeling error estimation for hierarchic plate models , 1996 .

[25]  Philippe Destuynder,et al.  Mathematical Analysis of Thin Plate Models , 1996 .

[26]  J. Batoz,et al.  Formulation and evaluation of new triangular, quadrilateral, pentagonal and hexagonal discrete Kirchhoff plate/shell elements , 2001 .

[27]  W. Chen,et al.  The Study on the Nonlinear Computations of the DQ and DC Methods , 1999, ArXiv.

[28]  George C. Tsiatas,et al.  A new Kirchhoff plate model based on a modified couple stress theory , 2009 .

[29]  H. Farahmand,et al.  Static deflection analysis of flexural rectangular micro-plate using higher continuity finite-element method , 2012 .

[30]  Junfeng Zhao,et al.  A size-dependent Kirchhoff micro-plate model based on strain gradient elasticity theory , 2011 .

[31]  C. Schwab,et al.  Boundary layers of hierarchical beam and plate models , 1995 .

[32]  Xiaoming Wang,et al.  Size-dependent dynamic behavior of a microcantilever plate , 2012 .

[33]  H. Farahmand,et al.  STATIC DEFLECTION ANALYSIS OF FLEXURAL SIMPLY SUPPORTED SECTORIAL MICRO-PLATE USING P-VERSION FINITE-ELEMENT METHOD , 2011 .

[34]  A new finite element scheme for bending plates , 1988 .

[35]  Faruk Civan,et al.  Solving multivariable mathematical models by the quadrature and cubature methods , 1994 .

[36]  A. Giannakopoulos,et al.  Variational analysis of gradient elastic flexural plates under static loading , 2010 .

[37]  Jun Liu,et al.  Free vibration analysis of arbitrary shaped thick plates by differential cubature method , 2005 .

[38]  Klaus-Jürgen Bathe,et al.  A study of three‐node triangular plate bending elements , 1980 .

[39]  T. Hughes,et al.  Continuous/discontinuous finite element approximations of fourth-order elliptic problems in structural and continuum mechanics with applications to thin beams and plates, and strain gradient elasticity , 2002 .