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A Meshless Local Petrov-Galerkin Shepard and Least-Squares Method Based on Duo Nodal Supports

DOI: 10.1155/2014/806142

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Abstract:

The meshless Shepard and least-squares (MSLS) interpolation is a newly developed partition of unity- (PU-) based method which removes the difficulties with many other meshless methods such as the lack of the Kronecker delta property. The MSLS interpolation is efficient to compute and retain compatibility for any basis function used. In this paper, we extend the MSLS interpolation to the local Petrov-Galerkin weak form and adopt the duo nodal support domain. In the new formulation, there is no need for employing singular weight functions as is required in the original MSLS and also no need for background mesh for integration. Numerical examples demonstrate the effectiveness and robustness of the present method. 1. Introduction Meshless methods have prospered both in theory and application in engineering problems in the past two decades as they offer the possibility of a discretised approach without the occurrence of mesh entanglement requiring remeshing. A wide range of meshless methods have been proposed as outlined in recent surveys [1–3]. Remarkable successes have been reported in applying these methods for analyzing challenging engineering problems, namely, fracture modeling [4–7], plate and shell analysis [8–15], three-dimensional problems [16–18], fluid structure interaction analysis [19], strain localization problems [20], large deformation problems [21], and other applications [22–29]. Some currently popular meshless approximations are the moving least-squares (MLS) approximation, Shepard shape functions, partition of unity (PU), radial basis functions (RBF), reproducing kernel particle method (RKPM), point interpolation (PI), and Kriging interpolation (KI). Among them, the MLS approximation [30] is one of the most widely used approximations at present due to its global continuity, completeness, and robustness. However, the MLS approximation suffers from a number of problems that practically limit its application, namely, the high computational cost in obtaining the shape functions and their derivatives, difficulty in retaining accuracy with respect to nodal arrangement, and also the difficulty with which essential boundary conditions can be imposed due to the lack of the Kronecker delta property. Efforts have been made to address these problems by various means. Breitkopf et al. [31] developed the analytical forms for computing shape functions and diffuse derivatives of shape functions by assuming that some terms are constant and complete derivatives of shape functions. However, these formulations are dependent on the number of nodes and the

References

[1]  T. Fries and H. Matthies, Classification and Overview of Meshfree Methods, Technical University Braunschweig, Brunswick, Germany, 2004.
[2]  S. Hao, W. K. Liu, and T. Belytschko, “Moving particle finite element method with global smoothness,” International Journal for Numerical Methods in Engineering, vol. 59, no. 7, pp. 1007–1020, 2004.
[3]  V. P. Nguyen, T. Rabczuk, S. Bordas, and M. Duflot, “Meshless methods: a review and computer implementation aspects,” Mathematics and Computers in Simulation, vol. 79, no. 3, pp. 763–813, 2008.
[4]  X. Zhuang, C. E. Augarde, and K. M. Mathisen, “Fracture modeling using meshless methods and levels sets in 3D: framework and modeling,” International Journal for Numerical Methods in Engineering, vol. 92, no. 11, pp. 969–998, 2012.
[5]  X. Zhuang, C. Augarde, and S. Bordas, “Accurate fracture modelling using meshless methods, the visibility criterion and level sets: formulation and 2D modelling,” International Journal for Numerical Methods in Engineering, vol. 86, no. 2, pp. 249–268, 2011.
[6]  T. Rabczuk and T. Belytschko, “Cracking particles: a simplified meshfree method for arbitrary evolving cracks,” International Journal for Numerical Methods in Engineering, vol. 61, no. 13, pp. 2316–2343, 2004.
[7]  T. Rabczuk and G. Zi, “A meshfree method based on the local partition of unity for cohesive cracks,” Computational Mechanics, vol. 39, no. 6, pp. 743–760, 2007.
[8]  T. Rabczuk, P. M. A. Areias, and T. Belytschko, “A meshfree thin shell method for non-linear dynamic fracture,” International Journal for Numerical Methods in Engineering, vol. 72, no. 5, pp. 524–548, 2007.
[9]  T. Jarak and J. Sori?, “Analysis of rectangular square plates by the mixed meshless local Petrov-Galerkin (MLPG) approach,” Computer Modeling in Engineering & Sciences, vol. 38, no. 3, pp. 231–261, 2008.
[10]  P. Areias and T. Rabczuk, “Finite strain fracture of plates and shells with configurational forces and edge rotation,” International Journal For Numerical Methods in Engineering, vol. 94, pp. 1099–1122, 2013.
[11]  P. Areias, T. Rabczuk, and D. Dias-da-Costa, “Assumed-metric spherically-interpolated quadrilateral shell element,” Finite Elements in Analysis and Design, vol. 66, pp. 53–67, 2013.
[12]  C. H. Thai, H. Nguyen-Xuan, N. Nguyen-Thanh, T.-H. Le, T. Nguyen-Thoi, and T. Rabczuk, “Static, free vibration, and buckling analysis of laminated composite Reissner-Mindlin plates using NURBS-based isogeometric approach,” International Journal for Numerical Methods in Engineering, vol. 91, no. 6, pp. 571–603, 2012.
[13]  T. Chau-Dinh, G. Zi, P. S. Lee, J. H. Song, and T. Rabczuk, “Phantom-node method for shell models with arbitrary cracks,” Computers and Structures, vol. 92-93, pp. 242–256, 2012.
[14]  N. Nguyen-Thanh, J. Kiendl, H. Nguyen-Xuan, R. Wüchner, K. U. Bletzinger, and Y. Bazilevs, “Rotation free isogeometric thin shell analysis using PHT-splines,” Computer Methods in Applied Mechanics and Engineering, vol. 200, no. 47-48, pp. 3410–3424, 2011.
[15]  N. Nguyen-Thanh, T. Rabczuk, H. Nguyen-Xuan, and S. Bordas, “An alternative alpha finite element method with discrete shear gap technique for analysis of Mindlin-Reissner plates,” Finite Elements in Analysis and Design, vol. 47, pp. 519–535, 2011.
[16]  T. Rabczuk and T. Belytschko, “A three-dimensional large deformation meshfree method for arbitrary evolving cracks,” Computer Methods in Applied Mechanics and Engineering, vol. 196, no. 29-30, pp. 2777–2799, 2007.
[17]  Z. D. Han and S. N. Atluri, “Meshless local Petrov-Galerkin (MLPG) approaches for solving 3D problems in elasto-statics,” CMES. Computer Modeling in Engineering & Sciences, vol. 6, no. 2, pp. 169–188, 2004.
[18]  T. Rabczuk, S. Bordas, and G. Zi, “On three-dimensional modelling of crack growth using partition of unity methods,” Computers and Structures, vol. 88, no. 23-24, pp. 1391–1411, 2010.
[19]  T. Rabczuk, R. Gracie, J.-H. Song, and T. Belytschko, “Immersed particle method for fluid-structure interaction,” International Journal for Numerical Methods in Engineering, vol. 81, no. 1, pp. 48–71, 2010.
[20]  T. Rabczuk and E. Samaniego, “Discontinuous modelling of shear bands using adaptive meshfree methods,” Computer Methods in Applied Mechanics and Engineering, vol. 197, no. 6–8, pp. 641–658, 2008.
[21]  T. Rabczuk, T. Belytschko, and S. P. Xiao, “Stable particle methods based on Lagrangian kernels,” Computer Methods in Applied Mechanics and Engineering, vol. 193, no. 12–14, pp. 1035–1063, 2004.
[22]  S. N. Atluri and T. Zhu, “The Meshless Local Petrov-Galerkin(MLPG) approach for solving problems in elasto-statics,” Computational Mechanics, vol. 25, pp. 169–179, 2000.
[23]  J. Zheng, S. Long, Y. Xiong, and G. Li, “A finite volume meshless local Petrov-Galerkin method for topology optimization design of the continuum structures,” Computer Modeling in Engineering & Sciences, vol. 42, no. 1, pp. 19–34, 2009.
[24]  Y. Cai, X. Zhuang, and C. Augarde, “A new partition of unity finite element free from the linear dependence problem and possessing the delta property,” Computer Methods in Applied Mechanics and Engineering, vol. 199, no. 17–20, pp. 1036–1043, 2010.
[25]  Y. Cai, X. Zhuang, and H. Zhu, “A generalized and efficient method for finite cover generation in the numerical manifold method,” International Journal of Computational Methods, vol. 10, no. 5, Article ID 1350028, 19 pages, 2013.
[26]  H. Nguyen-Xuan, T. Rabczuk, T. Nguyen-Thoi, T. N. Tran, and N. Nguyen-Thanh, “Computation of limit and shakedown loads using a node-based smoothed finite element method,” International Journal for Numerical Methods in Engineering, vol. 90, no. 3, pp. 287–310, 2012.
[27]  C. Thai-Hoang, N. Nguyen-Thanh, H. Nguyen-Xuan, and T. Rabczuk, “An alternative alpha finite element method with discrete shear gap technique for analysis of laminated composite plates,” Applied Mathematics and Computation, vol. 217, no. 17, pp. 7324–7348, 2011.
[28]  N. Vu-Bac, H. Nguyen-Xuan, L. Chen et al., “A phantom-node method with edge-based strain smoothing for linear elastic fracture mechanics,” Journal of Applied Mathematics, vol. 2013, Article ID 978026, 12 pages, 2013.
[29]  Y. Jia, Y. Zhang, G. Xu, X. Zhuang, and T. Rabczuk, “Reproducing kernel triangular B-spline-based FEM for solving PDEs,” Computer Methods in Applied Mechanics and Engineering, vol. 267, pp. 342–358, 2013.
[30]  P. Lancaster and K. Salkauskas, “Surfaces generated by moving least squares methods,” Mathematics of Computation, vol. 37, no. 155, pp. 141–158, 1981.
[31]  P. Breitkopf, A. Rassineux, G. Touzot, and P. Villon, “Explicit form and efficient computation of MLS shape functions and their derivatives,” International Journal for Numerical Methods in Engineering, vol. 48, no. 3, pp. 451–466, 2000.
[32]  X. Zhuang and C. Augarde, “Aspects of the use of orthogonal basis functions in the element-free Galerkin method,” International Journal for Numerical Methods in Engineering, vol. 81, no. 3, pp. 366–380, 2010.
[33]  X. Zhuang, C. Heaney, and C. Augarde, “On error control in the element-free Galerkin method,” Engineering Analysis with Boundary Elements, vol. 36, no. 3, pp. 351–360, 2012.
[34]  I. Kaljevi? and S. Saigal, “An improved element free Galerkin formulation,” International Journal for Numerical Methods in Engineering, vol. 40, no. 16, pp. 2953–2974, 1997.
[35]  J.-S. Chen and H.-P. Wang, “New boundary condition treatments in meshfree computation of contact problems,” Computer Methods in Applied Mechanics and Engineering, vol. 187, no. 3-4, pp. 441–468, 2000.
[36]  Y. C. Cai and H. H. Zhu, “A local meshless Shepard and least square interpolation method based on local weak form,” Computer Modeling in Engineering & Sciences, vol. 34, no. 2, pp. 179–204, 2008.
[37]  X. Zhuang, H. Zhu, and C. Augarde, “An improved meshless Shepard and least squares method possessing the delta property and requiring no singular weight function,” Computational Mechanics, 2013.
[38]  G. R. Liu, Y. T. Gu, and K. Y. Dai, “Assessment and applications of point interpolation methods for computational mechanics,” International Journal for Numerical Methods in Engineering, vol. 59, pp. 1373–1397, 2004.
[39]  J. Dolbow and T. Belytschko, “Numerical integration of the Galerkin weak form in meshfree methods,” Computational Mechanics, vol. 23, no. 3, pp. 219–230, 1999.
[40]  S. Beissel and T. Belytschko, “Nodal integration of the element-free Galerkin method,” Computer Methods in Applied Mechanics and Engineering, vol. 139, no. 1–4, pp. 49–74, 1996.
[41]  J. S. Chen, C. T. Wu, S. Yoon, and Y. You, “A stabilized conforming nodal integration for Galerkin meshfree methods,” International Journal for Numerical Methods in Engineering, vol. 50, pp. 435–466, 2001.
[42]  M. A. Puso, J. S. Chen, E. Zywicz, and W. Elmer, “Meshfree and finite element nodal integration methods,” International Journal for Numerical Methods in Engineering, vol. 74, no. 3, pp. 416–446, 2008.
[43]  S. N. Atluri, The Meshless Local Petrov-Galerkin (MLPG)Method for Domain & Boundary Discretizations, Tech Science Press, 2004.
[44]  A. Carpinteri, G. Ferro, and G. Ventura, “The partition of unity quadrature in meshless methods,” International Journal for Numerical Methods in Engineering, vol. 54, no. 7, pp. 987–1006, 2002.
[45]  I. Kaljevi? and A. S. Saigal, “An improved element free Galerkin formulation,” International Journal for Numerical Methods in Engineering, vol. 40, no. 16, pp. 2953–2974, 1997.
[46]  S. Rajendran and B. R. Zhang, “A “FE-meshfree” QUAD4 element based on partition of unity,” Computer Methods in Applied Mechanics and Engineering, vol. 197, no. 1–4, pp. 128–147, 2007.
[47]  S. P. Timoshenko and J. N. Goodier, Theory of Elasticity, McGraw-Hill, New York, NY, USA, 3rd edition, 1951.

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