Galerkin formulations of isogeometric shell analysis: Alleviating locking with Greville quadratures and higher-order elements
暂无分享,去创建一个
Z. Zou | T.J.R. Hughes | M.A. Scott | R.A. Sauer | E.J. Savitha | T. Hughes | R. Sauer | M. Scott | Z. Zou | E. Savitha | Thomas J. R. Hughes | Michael A. Scott
[1] Alexander Düster,et al. Numerical integration of discontinuities on arbitrary domains based on moment fitting , 2016 .
[2] Di Miao,et al. Bézier B̄ projection , 2017, Computer Methods in Applied Mechanics and Engineering.
[3] E. Ramm,et al. Models and finite elements for thin-walled structures , 2004 .
[4] Hendrik Speleers,et al. A locking-free model for Reissner-Mindlin plates: Analysis and isogeometric implementation via NURBS and triangular NURPS , 2015 .
[5] 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.
[6] Alessandro Reali,et al. Isogeometric collocation: Cost comparison with Galerkin methods and extension to adaptive hierarchical NURBS discretizations , 2013 .
[7] David R. Forsey,et al. Hierarchical B-spline refinement , 1988, SIGGRAPH.
[8] Michael J. Borden,et al. Isogeometric Bézier dual mortaring: The enriched Bézier dual basis with application to second- and fourth-order problems , 2020 .
[9] Thomas J. R. Hughes,et al. A simple and efficient finite element for plate bending , 1977 .
[10] C. Chui,et al. Nonstationary tight wavelet frames, I: Bounded intervals , 2004 .
[11] Wim Desmet,et al. Isogeometric collocation for Kirchhoff-Love plates and shells , 2018 .
[12] Thomas J. R. Hughes,et al. Reduced Bézier element quadrature rules for quadratic and cubic splines in isogeometric analysis , 2014 .
[13] Les A. Piegl,et al. The NURBS Book , 1995, Monographs in Visual Communication.
[14] T. Hughes,et al. Finite Elements Based Upon Mindlin Plate Theory With Particular Reference to the Four-Node Bilinear Isoparametric Element , 1981 .
[15] Leopoldo Greco,et al. A reconstructed local B̄ formulation for isogeometric Kirchhoff-Love shells , 2018 .
[16] E. Hinton,et al. A new nine node degenerated shell element with enhanced membrane and shear interpolation , 1986 .
[17] Sven Klinkel,et al. A mixed shell formulation accounting for thickness strains and finite strain 3d material models , 2008 .
[18] K. Y. Sze,et al. Popular benchmark problems for geometric nonlinear analysis of shells , 2004 .
[19] T. Hughes,et al. Isogeometric analysis : CAD, finite elements, NURBS, exact geometry and mesh refinement , 2005 .
[20] Habibou Maitournam,et al. Selective and reduced numerical integrations for NURBS-based isogeometric analysis , 2015 .
[21] Roger A. Sauer,et al. On the theoretical foundations of thin solid and liquid shells , 2017 .
[22] R. MacNeal,et al. Finite Elements: Their Design and Performance , 1993 .
[23] Giancarlo Sangalli,et al. Fast formation of isogeometric Galerkin matrices by weighted quadrature , 2016, 1605.01238.
[24] Dominik Schillinger,et al. Isogeometric collocation for phase-field fracture models , 2015 .
[25] J. F. Caseiro,et al. On the Assumed Natural Strain method to alleviate locking in solid-shell NURBS-based finite elements , 2014 .
[26] Roger A. Sauer,et al. A computational formulation for constrained solid and liquid membranes considering isogeometric finite elements , 2012, ArXiv.
[27] Medhat A. Haroun,et al. Reduced and selective integration techniques in the finite element analysis of plates , 1978 .
[28] Ekkehard Ramm,et al. Shell structures—a sensitive interrelation between physics and numerics , 2004 .
[29] Ahmad H. Nasri,et al. T-splines and T-NURCCs , 2003, ACM Trans. Graph..
[30] B. Simeon,et al. Isogeometric Reissner–Mindlin shell analysis with exactly calculated director vectors , 2013 .
[31] E. Ramm,et al. A unified approach for shear-locking-free triangular and rectangular shell finite elements , 2000 .
[32] G. Strang,et al. An Analysis of the Finite Element Method , 1974 .
[33] Victor M. Calo,et al. Gaussian quadrature rules for C1 quintic splines with uniform knot vectors , 2017, J. Comput. Appl. Math..
[34] W. J. Gordon,et al. B-SPLINE CURVES AND SURFACES , 1974 .
[35] Eduardo N. Dvorkin,et al. A formulation of general shell elements—the use of mixed interpolation of tensorial components† , 1986 .
[36] Rachid Ait-Haddou,et al. Explicit Gaussian quadrature rules for C1 cubic splines with symmetrically stretched knot sequences , 2015, J. Comput. Appl. Math..
[37] Thomas J. R. Hughes,et al. Blended isogeometric shells , 2013 .
[38] Roger A. Sauer,et al. A new rotation-free isogeometric thin shell formulation and a corresponding continuity constraint for patch boundaries , 2017 .
[39] Ernst Rank,et al. Numerical integration of discontinuous functions: moment fitting and smart octree , 2017 .
[40] Thomas J. R. Hughes,et al. Isogeometric shell analysis: The Reissner-Mindlin shell , 2010 .
[41] E. Ramm,et al. Shear deformable shell elements for large strains and rotations , 1997 .
[42] Habibou Maitournam,et al. Improved numerical integration for locking treatment in isogeometric structural elements. Part II: Plates and shells , 2015 .
[43] Ekkehard Ramm,et al. A variational method to avoid locking—independent of the discretization scheme , 2018 .
[44] Ekkehard Ramm,et al. Hierarchic isogeometric large rotation shell elements including linearized transverse shear parametrization , 2017 .
[45] Alexander G Iosilevich,et al. An evaluation of the MITC shell elements , 2000 .
[46] K. Bathe,et al. Fundamental considerations for the finite element analysis of shell structures , 1998 .
[47] W. Dornisch,et al. An efficient and robust rotational formulation for isogeometric Reissner–Mindlin shell elements , 2016 .
[48] K. Park,et al. A Curved C0 Shell Element Based on Assumed Natural-Coordinate Strains , 1986 .
[49] S. Timoshenko,et al. THEORY OF PLATES AND SHELLS , 1959 .
[50] Richard W. Johnson. Higher order B-spline collocation at the Greville abscissae , 2005 .
[51] Habibou Maitournam,et al. Improved numerical integration for locking treatment in isogeometric structural elements, Part I: Beams , 2014 .
[52] Roland Wüchner,et al. Isogeometric shell analysis with Kirchhoff–Love elements , 2009 .
[53] Kjetil André Johannessen,et al. Optimal quadrature for univariate and tensor product splines , 2017 .
[54] S. W. Lee,et al. A new efficient approach to the formulation of mixed finite element models for structural analysis , 1986 .
[55] Victor M. Calo,et al. Gaussian quadrature for splines via homotopy continuation: Rules for C2 cubic splines , 2016, J. Comput. Appl. Math..
[56] Werner Wagner,et al. THEORY AND NUMERICS OF THREE-DIMENSIONAL BEAMS WITH ELASTOPLASTIC MATERIAL BEHAVIOUR ∗ , 2000 .
[57] E. Ramm,et al. Three‐dimensional extension of non‐linear shell formulation based on the enhanced assumed strain concept , 1994 .
[58] Thomas W. Sederberg,et al. S-splines: A simple surface solution for IGA and CAD , 2019, Computer Methods in Applied Mechanics and Engineering.
[59] T. Hughes,et al. A Simple Algorithm for Obtaining Nearly Optimal Quadrature Rules for NURBS-based Isogeometric Analysis , 2012 .
[60] Alain Combescure,et al. Locking free isogeometric formulations of curved thick beams , 2012 .
[61] T. Hughes,et al. Efficient quadrature for NURBS-based isogeometric analysis , 2010 .
[62] R. Echter,et al. A hierarchic family of isogeometric shell finite elements , 2013 .
[63] Sven Klinkel,et al. A NURBS based hybrid collocation–Galerkin method for the analysis of boundary represented solids , 2015 .
[64] Manfred Bischoff,et al. The discrete strain gap method and membrane locking , 2005 .
[65] Z. Zou. Isogeometric Shell Analysis: Multi-patch Coupling and Overcoming Locking , 2020 .
[66] Dominique Chapelle,et al. The Finite Element Analysis of Shells - Fundamentals - Second Edition , 2011 .
[67] Thomas J. R. Hughes,et al. A large deformation, rotation-free, isogeometric shell , 2011 .
[68] R. L. Harder,et al. A proposed standard set of problems to test finite element accuracy , 1985 .
[69] A. Combescure,et al. Efficient isogeometric NURBS-based solid-shell elements: Mixed formulation and B-method , 2013 .
[70] Manfred Bischoff,et al. Numerical efficiency, locking and unlocking of NURBS finite elements , 2010 .
[71] Alessandro Reali,et al. Finite element and NURBS approximations of eigenvalue, boundary-value, and initial-value problems , 2014 .
[72] T. Hughes,et al. ISOGEOMETRIC COLLOCATION METHODS , 2010 .
[73] Z. Zou,et al. Isogeometric Bézier dual mortaring: Refineable higher-order spline dual bases and weakly continuous geometry , 2017, 1711.01009.
[74] André Galligo,et al. High-quality construction of analysis-suitable trivariate NURBS solids by reparameterization methods , 2014 .
[75] Michael C. H. Wu,et al. Isogeometric Kirchhoff–Love shell formulations for general hyperelastic materials , 2015 .
[76] Régis Duvigneau,et al. Parameterization of computational domain in isogeometric analysis: Methods and comparison , 2011 .
[77] Werner Wagner,et al. A robust non‐linear mixed hybrid quadrilateral shell element , 2005 .
[78] O. C. Zienkiewicz,et al. Reduced integration technique in general analysis of plates and shells , 1971 .
[79] W. Dornisch,et al. An isogeometric Reissner–Mindlin shell element based on Bézier dual basis functions: Overcoming locking and improved coarse mesh accuracy , 2020 .