A 6‐node triangular solid‐shell element for linear and nonlinear analysis
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[1] K. Y. Sze,et al. Popular benchmark problems for geometric nonlinear analysis of shells , 2004 .
[2] Kyungho Yoon,et al. Improving the MITC3 shell finite element by using the Hellinger-Reissner principle , 2012 .
[3] H. Parisch. A continuum‐based shell theory for non‐linear applications , 1995 .
[4] Stefanie Reese,et al. A reduced integration solid‐shell finite element based on the EAS and the ANS concept—Geometrically linear problems , 2009 .
[5] Phill-Seung Lee,et al. The quadratic MITC plate and MITC shell elements in plate bending , 2010, Adv. Eng. Softw..
[6] T. Hughes,et al. Finite Elements Based Upon Mindlin Plate Theory With Particular Reference to the Four-Node Bilinear Isoparametric Element , 1981 .
[7] 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 .
[8] Phill-Seung Lee,et al. Insight into finite element shell discretizations by use of the basic shell mathematical model , 2005 .
[9] K. Bathe,et al. A continuum mechanics based four‐node shell element for general non‐linear analysis , 1984 .
[10] E. Ramm,et al. Three‐dimensional extension of non‐linear shell formulation based on the enhanced assumed strain concept , 1994 .
[11] Phill-Seung Lee,et al. Towards improving the MITC9 shell element , 2003 .
[12] E. Stein,et al. An assumed strain approach avoiding artificial thickness straining for a non‐linear 4‐node shell element , 1995 .
[13] K. Bathe,et al. The MITC4+ shell element and its performance , 2016 .
[14] Ted Belytschko,et al. Assumed strain stabilization procedure for the 9-node Lagrange shell element , 1989 .
[15] Wing Kam Liu,et al. Stress projection for membrane and shear locking in shell finite elements , 1985 .
[16] D. Chapelle,et al. The Finite Element Analysis of Shells - Fundamentals , 2003 .
[17] Phill-Seung Lee,et al. The MITC3+shell element and its performance , 2014 .
[18] K. Y. Sze,et al. A Six-Node Pentagonal Assumed Natural Strain Solid-Shell Element , 2001 .
[19] J. C. Simo,et al. A CLASS OF MIXED ASSUMED STRAIN METHODS AND THE METHOD OF INCOMPATIBLE MODES , 1990 .
[20] Sung W. Lee,et al. An assumed strain triangular curved solid shell element formulation for analysis of plates and shells undergoing finite rotations , 2001 .
[21] Cv Clemens Verhoosel,et al. An isogeometric continuum shell element for non-linear analysis , 2014 .
[22] Chahngmin Cho,et al. An efficient assumed strain element model with six DOF per node for geometrically non‐linear shells , 1995 .
[23] E. Ramm,et al. Shear deformable shell elements for large strains and rotations , 1997 .
[24] Sven Klinkel,et al. A robust non-linear solid shell element based on a mixed variational formulation , 2006 .
[25] Fernando G. Flores,et al. Development of a non-linear triangular prism solid-shell element using ANS and EAS techniques , 2013 .
[26] Sven Klinkel,et al. A continuum based three-dimensional shell element for laminated structures , 1999 .
[27] R. Taylor,et al. A generalized elastoplastic plate theory and its algorithmic implementation , 1994 .
[28] Jong Hoon Kim,et al. An assumed strain formulation of efficient solid triangular element for general shell analysis , 2000 .
[29] Sung-Cheon Han,et al. An 8-Node Shell Element for Nonlinear Analysis of Shells Using the Refined Combination of Membrane and Shear Interpolation Functions , 2013 .
[30] Dominique Chapelle,et al. The Finite Element Analysis of Shells - Fundamentals - Second Edition , 2011 .
[31] Phill-Seung Lee,et al. On the asymptotic behavior of shell structures and the evaluation in finite element solutions , 2002 .
[32] A. J. Fricker,et al. An improved three‐noded triangular element for plate bending , 1985 .
[33] Richard H. Macneal,et al. Derivation of element stiffness matrices by assumed strain distributions , 1982 .
[34] J. N. Reddy,et al. Tensor-based finite element formulation for geometrically nonlinear analysis of shell structures , 2007 .
[35] K. Bathe. Finite Element Procedures , 1995 .
[36] Phill-Seung Lee,et al. The MITC3+ shell element in geometric nonlinear analysis , 2015 .
[37] R. Echter,et al. A hierarchic family of isogeometric shell finite elements , 2013 .
[38] K. Y. Sze,et al. A quadratic assumed natural strain curved triangular shell element , 1999 .
[39] 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 .
[40] M. Harnau,et al. About linear and quadratic Solid-Shell elements at large deformations , 2002 .
[41] K. Bathe,et al. Measuring convergence of mixed finite element discretizations: an application to shell structures , 2003 .
[42] K. Y. Sze,et al. Curved quadratic triangular degenerated‐ and solid‐shell elements for geometric non‐linear analysis , 2003 .
[43] K. Y. Sze,et al. An eight‐node hybrid‐stress solid‐shell element for geometric non‐linear analysis of elastic shells , 2002 .
[44] K. Bathe,et al. Development of MITC isotropic triangular shell finite elements , 2004 .