Three-dimensional elastoplastic solids simulation by an effective IGA based on Bézier extraction of NURBS

The isogeometric analysis (IGA), which employs non-uniform rational B-splines (NURBS) basis as shape functions for both representation of geometry and approximation of the field variables, owns several inherent advantages to become an effective numerical method such as an exact geometry description with fewer control points, high-order continuity, and high accuracy. Unlike the C0-continuity shape functions in the conventional finite element method (FEM), the high-order basis functions in IGA are not confined to one element, but span on several elements instead. This property makes the programming task difficult, and more importantly they cannot be straightforwardly embedded into the existing FEM framework. In this paper, we provide an effective numerical scheme by further extending the IGA based on the Bézier extraction of NURBS to study mechanical behavior of elasto-plastic problems in three-dimension (3D). The Bézier extraction operator decomposes NURBS functions into a set of Bernstein polynomials and provides C0-continuity Bézier elements for the IGA, which are similar to Lagrange elements structure. Consequently, the implementation of IGA is now similar to that of conventional FEM, and can easily be embedded in most existing FEM codes. The merits of the proposed formulation are also demonstrated by its convergence and validation studies against reference solutions considering both simple and complicated configurations.

[1]  T. Hughes,et al.  Isogeometric fluid-structure interaction: theory, algorithms, and computations , 2008 .

[2]  John A. Evans,et al.  Bézier projection: A unified approach for local projection and quadrature-free refinement and coarsening of NURBS and T-splines with particular application to isogeometric design and analysis , 2014, 1404.7155.

[3]  Saeed Shojaee,et al.  Free vibration analysis of thin plates by using a NURBS-based isogeometric approach , 2012 .

[4]  Thomas J. R. Hughes,et al.  Isogeometric analysis of nearly incompressible large strain plasticity , 2014 .

[5]  Pilseong Kang,et al.  Corrigendum to “Isogeometric analysis of topologically complex shell structures” [Finite Elem. Anal. Des. 99 (2015) 68–81] , 2015 .

[6]  Siegfried Schmauder,et al.  Mesomechanical analysis of the ELASTO-PLASTIC behavior of a 3D composite-structure under tension , 2005 .

[7]  Stéphane Bordas,et al.  Isogeometric locking-free plate element: A simple first order shear deformation theory for functionally graded plates , 2014 .

[8]  Thomas J. R. Hughes,et al.  Reduced Bézier element quadrature rules for quadratic and cubic splines in isogeometric analysis , 2014 .

[9]  H. Gun,et al.  Elasto-plastic static stress analysis of 3D contact problems with friction by using the boundary element method , 2004 .

[10]  P. V. Makarov,et al.  Simulation of elasto-plastic behaviour of an artificial 3D-structure under dynamic loading , 2003 .

[11]  Thomas J. R. Hughes,et al.  An isogeometric analysis approach to gradient damage models , 2011 .

[12]  Hongwu Zhang,et al.  A new multiscale computational method for elasto-plastic analysis of heterogeneous materials , 2012 .

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

[14]  Sohichi Hirose,et al.  Isogeometric analysis for unsaturated flow problems , 2014 .

[15]  Thanh Ngan Nguyen,et al.  Isogeometric Finite Element Analysis based on Bézier Extraction of NURBS and T-Splines , 2011 .

[16]  Ryszard Buczkowski,et al.  ELASTO-PLASTIC INTERFACE MODEL FOR 3D-FRICTIONAL ORTHOTROPIC CONTACT PROBLEMS , 1997 .

[17]  H. Gun,et al.  Boundary element analysis of 3-D elasto-plastic contact problems with friction , 2004 .

[18]  B. K. Mishra,et al.  Numerical simulation of functionally graded cracked plates using NURBS based XIGA under different loads and boundary conditions , 2015 .

[19]  T. Q. Bui,et al.  A simple FSDT-based isogeometric analysis for geometrically nonlinear analysis of functionally graded plates , 2015 .

[20]  W. Wall,et al.  Isogeometric structural shape optimization , 2008 .

[21]  John A. Evans,et al.  Isogeometric finite element data structures based on Bézier extraction of NURBS , 2011 .

[22]  D. Owen,et al.  Finite elements in plasticity : theory and practice , 1980 .

[23]  Abolfazl Darvizeh,et al.  Nonlinear Dynamic Analysis of Three-Dimensional Elasto-Plastic Solids by the Meshless Local Petrov-Galerkin (MLPG) Method , 2012 .

[24]  Thomas J. R. Hughes,et al.  Nonlinear Isogeometric Analysis , 2009 .

[25]  Tiantang Yu,et al.  Dynamic Crack Analysis in Isotropic/Orthotropic Media via Extended Isogeometric Analysis , 2014 .

[26]  Pilseong Kang,et al.  Isogeometric analysis of topologically complex shell structures , 2015 .

[27]  T. Hughes,et al.  B¯ and F¯ projection methods for nearly incompressible linear and non-linear elasticity and plasticity using higher-order NURBS elements , 2008 .

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

[29]  T. Rabczuk,et al.  NURBS-based finite element analysis of functionally graded plates: Static bending, vibration, buckling and flutter , 2012, 1210.4676.

[30]  Jia Lu,et al.  Isogeometric contact analysis: Geometric basis and formulation for frictionless contact , 2011 .

[31]  Amir R. Khoei,et al.  Extended finite element method for three-dimensional large plasticity deformations on arbitrary interfaces , 2008 .

[32]  T. Q. Bui Extended isogeometric dynamic and static fracture analysis for cracks in piezoelectric materials using NURBS , 2015 .

[33]  Sohichi Hirose,et al.  NURBS-based isogeometric analysis of buckling and free vibration problems for laminated composites plates with complicated cutouts using a new simple FSDT theory and level set method , 2016 .

[34]  Abolfazl Darvizeh,et al.  Application of Meshless Local Petrov-Galerkin (MLPG) Method to Three Dimensional Elasto-Plastic Problems Based on Deformation Theory of Plasticity , 2011 .

[35]  Cv Clemens Verhoosel,et al.  An isogeometric analysis Bézier interface element for mechanical and poromechanical fracture problems , 2014 .

[36]  Magdi Mohareb,et al.  An elasto-plastic finite element for steel pipelines , 2004 .

[37]  Xin Li,et al.  Hierarchical T-splines: Analysis-suitability, Bézier extraction, and application as an adaptive basis for isogeometric analysis , 2014, 1404.4346.

[38]  G. Beer,et al.  Efficient elastoplastic analysis with the boundary element method , 2008 .

[39]  Tinh Quoc Bui,et al.  Geometrically nonlinear analysis of functionally graded plates using isogeometric analysis , 2015 .

[40]  Victor M. Calo,et al.  F-bar projection method for finite deformation elasticity and plasticity using NURBS based isogeometric analysis , 2008 .

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

[42]  R. L. Taylor Isogeometric analysis of nearly incompressible solids , 2011 .

[43]  Sohichi Hirose,et al.  A cutout isogeometric analysis for thin laminated composite plates using level sets , 2015 .

[44]  T. Hughes,et al.  Variational multiscale residual-based turbulence modeling for large eddy simulation of incompressible flows , 2007 .