A simple and effective method based on strain projections to alleviate locking in isogeometric solid shells
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Marco Pingaro | Josef Kiendl | Pablo Antolin | Alessandro Reali | A. Reali | P. Antolin | J. Kiendl | M. Pingaro
[1] R. Hauptmann,et al. A SYSTEMATIC DEVELOPMENT OF 'SOLID-SHELL' ELEMENT FORMULATIONS FOR LINEAR AND NON-LINEAR ANALYSES EMPLOYING ONLY DISPLACEMENT DEGREES OF FREEDOM , 1998 .
[2] Peter Wriggers,et al. An improved EAS brick element for finite deformation , 2010 .
[3] G. Garcea,et al. An efficient isogeometric solid-shell formulation for geometrically nonlinear analysis of elastic shells , 2018 .
[4] Thomas J. R. Hughes,et al. Blended isogeometric shells , 2013 .
[5] John A. Evans,et al. Isogeometric Analysis , 2010 .
[6] T. Hughes,et al. Finite Elements Based Upon Mindlin Plate Theory With Particular Reference to the Four-Node Bilinear Isoparametric Element , 1981 .
[7] Cv Clemens Verhoosel,et al. An isogeometric continuum shell element for non-linear analysis , 2014 .
[8] Alessandro Reali,et al. Assumed Natural Strain NURBS-based solid-shell element for the analysis of large deformation elasto-plastic thin-shell structures , 2015 .
[9] J. F. Caseiro,et al. On the Assumed Natural Strain method to alleviate locking in solid-shell NURBS-based finite elements , 2014 .
[10] R. M. Natal Jorge,et al. A new volumetric and shear locking‐free 3D enhanced strain element , 2003 .
[11] Cv Clemens Verhoosel,et al. An isogeometric solid‐like shell element for nonlinear analysis , 2013 .
[12] Michael C. H. Wu,et al. Isogeometric Kirchhoff–Love shell formulations for general hyperelastic materials , 2015 .
[13] A. Combescure,et al. Efficient isogeometric NURBS-based solid-shell elements: Mixed formulation and B-method , 2013 .
[14] R. M. Natal Jorge,et al. An enhanced strain 3D element for large deformation elastoplastic thin-shell applications , 2004 .
[15] Wing Kam Liu,et al. Stress projection for membrane and shear locking in shell finite elements , 1985 .
[16] Jeong Whan Yoon,et al. Enhanced assumed strain (EAS) and assumed natural strain (ANS) methods for one‐point quadrature solid‐shell elements , 2008 .
[17] K. Y. Sze,et al. A hybrid stress ANS solid-shell element and its generalization for smart structure modelling. Part II?smart structure modelling , 2000 .
[18] Alessandro Reali,et al. A simplified Kirchhoff–Love large deformation model for elastic shells and its effective isogeometric formulation , 2019, Computer Methods in Applied Mechanics and Engineering.
[19] Thomas J. R. Hughes,et al. A large deformation, rotation-free, isogeometric shell , 2011 .
[20] Ekkehard Ramm,et al. A shear deformable, rotation-free isogeometric shell formulation , 2016 .
[21] E. Ramm,et al. Large elasto-plastic finite element analysis of solids and shells with the enhanced assumed strain concept , 1996 .
[22] Roland Wüchner,et al. Isogeometric shell analysis with Kirchhoff–Love elements , 2009 .
[23] K. S. Lo,et al. Computer analysis in cylindrical shells , 1964 .
[24] Stefanie Reese,et al. A reduced integration solid‐shell finite element based on the EAS and the ANS concept—Large deformation problems , 2011 .
[25] K. Y. Sze,et al. A hybrid stress ANS solid‐shell element and its generalization for smart structure modelling. Part I—solid‐shell element formulation , 2000 .
[26] J. Z. Zhu,et al. The finite element method , 1977 .
[27] Thomas J. R. Hughes. Isogeometric Analysis : Progress and Challenges , 2008 .
[28] Ekkehard Ramm,et al. Hierarchic isogeometric large rotation shell elements including linearized transverse shear parametrization , 2017 .
[29] K. Bathe,et al. A continuum mechanics based four‐node shell element for general non‐linear analysis , 1984 .
[30] Hung Nguyen-Xuan,et al. Static, free vibration, and buckling analysis of laminated composite Reissner–Mindlin plates using NURBS‐based isogeometric approach , 2012 .
[31] Thomas J. R. Hughes,et al. Isogeometric Analysis: Toward Integration of CAD and FEA , 2009 .
[32] Long Chen. FINITE ELEMENT METHOD , 2013 .
[33] R. Echter,et al. A hierarchic family of isogeometric shell finite elements , 2013 .
[34] Josef Kiendl,et al. Isogeometric Kirchhoff–Love shell formulation for elasto-plasticity , 2018, Computer Methods in Applied Mechanics and Engineering.