CS-IGA: A new cell-based smoothed isogeometric analysis for 2D computational mechanics problems

In this work a new cell based strain smoothing formulation for isogeometric finite element analysis is proposed. The new CS-IGA method is formulated by incorporating cell-wise strain smoothing operation into IGA method. The compatible strain fields are smoothed based on smoothing domains associated with entities of isogeometric elements and the smoothed Galerkin weak form based on these smoothing domains is then applied to compute the system stiffness matrix. Unlike IGA, this new approach avoids gradient computation and the assembling of stiffness matrices. A transformation method is employed to accurately solve the problem and enforce properly the essential boundary conditions. Several numerical examples are investigated to verify the validity and accuracy of the proposed method. It has been found that numerical results obtained from CS-IGA can achieve very satisfactory accuracy and improved convergence rate.

[1]  Jiun-Shyan Chen,et al.  A stabilized conforming nodal integration for Galerkin mesh-free methods , 2001 .

[2]  Yuri Bazilevs,et al.  Variationally consistent domain integration for isogeometric analysis , 2015 .

[3]  T. Hughes,et al.  Isogeometric Fluid–structure Interaction Analysis with Applications to Arterial Blood Flow , 2006 .

[4]  Kang Li,et al.  Isogeometric analysis and shape optimization via boundary integral , 2011, Comput. Aided Des..

[5]  Thomas J. R. Hughes,et al.  Patient-Specific Vascular NURBS Modeling for Isogeometric Analysis of Blood Flow , 2007, IMR.

[6]  Dongdong Wang,et al.  An improved NURBS-based isogeometric analysis with enhanced treatment of essential boundary conditions , 2010 .

[7]  T. Hughes,et al.  Efficient quadrature for NURBS-based isogeometric analysis , 2010 .

[8]  Guirong Liu,et al.  A face‐based smoothed finite element method (FS‐FEM) for 3D linear and geometrically non‐linear solid mechanics problems using 4‐node tetrahedral elements , 2009 .

[9]  Jiun-Shyan Chen,et al.  Large deformation analysis of rubber based on a reproducing kernel particle method , 1997 .

[10]  Ted Belytschko,et al.  An introduction to programming the meshless Element F reeGalerkin method , 1998 .

[11]  S. Atluri,et al.  A meshless local boundary integral equation (LBIE) method for solving nonlinear problems , 1998 .

[12]  P. Phung-Van,et al.  A cell-based smoothed three-node Mindlin plate element (CS-MIN3) for static and free vibration analyses of plates , 2013 .

[13]  Hung Nguyen-Xuan,et al.  A theoretical study on the smoothed FEM (S‐FEM) models: Properties, accuracy and convergence rates , 2010 .

[14]  Guirong Liu,et al.  An edge-based smoothed finite element method (ES-FEM) for static, free and forced vibration analyses of solids , 2009 .

[15]  Robert L. Taylor,et al.  A Method for Enforcement of Dirichlet Boundary Conditions in Isogeometric Analysis , 2011 .

[16]  K. Y. Dai,et al.  A Smoothed Finite Element Method for Mechanics Problems , 2007 .

[17]  G. Sangalli,et al.  Isogeometric analysis in electromagnetics: B-splines approximation , 2010 .

[18]  Sunil Saigal,et al.  AN IMPROVED ELEMENT FREE GALERKIN FORMULATION , 1997 .

[19]  K. Y. Dai,et al.  Theoretical aspects of the smoothed finite element method (SFEM) , 2007 .

[20]  T. Belytschko,et al.  X‐FEM in isogeometric analysis for linear fracture mechanics , 2011 .

[21]  Guirong Liu,et al.  ADDITIONAL PROPERTIES OF THE NODE-BASED SMOOTHED FINITE ELEMENT METHOD (NS-FEM) FOR SOLID MECHANICS PROBLEMS , 2009 .

[22]  Jiun-Shyan Chen,et al.  Non‐linear version of stabilized conforming nodal integration for Galerkin mesh‐free methods , 2002 .

[23]  Yuri Bazilevs,et al.  The bending strip method for isogeometric analysis of Kirchhoff–Love shell structures comprised of multiple patches , 2010 .

[24]  Alessandro Reali,et al.  Isogeometric Analysis of Structural Vibrations , 2006 .

[25]  Peter Wriggers,et al.  A large deformation frictional contact formulation using NURBS‐based isogeometric analysis , 2011 .

[26]  I. Akkerman,et al.  Large eddy simulation of turbulent Taylor-Couette flow using isogeometric analysis and the residual-based variational multiscale method , 2010, J. Comput. Phys..

[27]  Roland Wüchner,et al.  Isogeometric shell analysis with Kirchhoff–Love elements , 2009 .

[28]  Peter Wriggers,et al.  Contact treatment in isogeometric analysis with NURBS , 2011 .

[29]  Guirong Liu,et al.  A node-based smoothed finite element method (NS-FEM) for upper bound solutions to solid mechanics problems , 2009 .

[30]  Les A. Piegl,et al.  The NURBS Book , 1995, Monographs in Visual Communication.

[31]  Hung Nguyen-Xuan,et al.  A cell‐based smoothed discrete shear gap method using triangular elements for static and free vibration analyses of Reissner–Mindlin plates , 2012 .

[32]  Jiun-Shyan Chen,et al.  Analysis of metal forming process based on meshless method , 1998 .

[33]  Wing Kam Liu,et al.  Implementation of boundary conditions for meshless methods , 1998 .

[34]  O. C. Zienkiewicz Displacement and equilibrium models in the finite element method by B. Fraeijs de Veubeke, Chapter 9, Pages 145–197 of Stress Analysis, Edited by O. C. Zienkiewicz and G. S. Holister, Published by John Wiley & Sons, 1965 , 2001 .

[35]  Sung-Kie Youn,et al.  Shape optimization and its extension to topological design based on isogeometric analysis , 2010 .

[36]  T. Hughes,et al.  A Simple Algorithm for Obtaining Nearly Optimal Quadrature Rules for NURBS-based Isogeometric Analysis , 2012 .

[37]  Thomas J. R. Hughes,et al.  Isogeometric Analysis for Topology Optimization with a Phase Field Model , 2012 .

[38]  L. Richardson The Approximate Arithmetical Solution by Finite Differences of Physical Problems Involving Differential Equations, with an Application to the Stresses in a Masonry Dam , 1911 .

[39]  K. Y. Dai,et al.  Free and forced vibration analysis using the smoothed finite element method (SFEM) , 2007 .

[40]  Jiun-Shyan Chen,et al.  An arbitrary order variationally consistent integration for Galerkin meshfree methods , 2013 .

[41]  T. Belytschko,et al.  Element‐free Galerkin methods , 1994 .

[42]  Guirong Liu,et al.  An edge-based smoothed finite element method (ES-FEM) for analyzing three-dimensional acoustic problems , 2009 .

[43]  Dongdong Wang,et al.  A strain smoothing formulation for NURBS-based isogeometric finite element analysis , 2012 .

[44]  Peter Wriggers,et al.  A mortar formulation for 3D large deformation contact using NURBS-based isogeometric analysis and the augmented Lagrangian method , 2012 .

[45]  Giancarlo Sangalli,et al.  IsoGeometric Analysis: Stable elements for the 2D Stokes equation , 2011 .

[46]  N. Valizadeh,et al.  Extended isogeometric analysis for simulation of stationary and propagating cracks , 2012 .

[47]  Guirong Liu A GENERALIZED GRADIENT SMOOTHING TECHNIQUE AND THE SMOOTHED BILINEAR FORM FOR GALERKIN FORMULATION OF A WIDE CLASS OF COMPUTATIONAL METHODS , 2008 .

[48]  Satya N. Atluri,et al.  A modified collocation method and a penalty formulation for enforcing the essential boundary conditions in the element free Galerkin method , 1998 .

[49]  Dongdong Wang,et al.  A Hermite reproducing kernel approximation for thin‐plate analysis with sub‐domain stabilized conforming integration , 2008 .

[50]  Thomas J. R. Hughes,et al.  NURBS-based isogeometric analysis for the computation of flows about rotating components , 2008 .

[51]  T. Hughes,et al.  Isogeometric analysis : CAD, finite elements, NURBS, exact geometry and mesh refinement , 2005 .