kw.\*:("Assumed natural strains")
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A co-rotational 8-node degenerated thin-walled element with assumed natural strain and enhanced assumed strainNORACHAN, Pramin; SUTHASUPRADIT, Songsak; KIM, Ki-Du et al.Finite elements in analysis and design. 2012, Vol 50, pp 70-85, issn 0168-874X, 16 p.Article
Integration of geometric design and mechanical analysis using B-spline functions on surfaceHEE YUEL ROH; MAENGHYO CHO.International journal for numerical methods in engineering. 2005, Vol 62, Num 14, pp 1927-1949, issn 0029-5981, 23 p.Article
A reduced integration solid-shell finite element based on the EAS and the ANS concept—Large deformation problemsSCHWARZE, Marco; REESE, Stefanie.International journal for numerical methods in engineering. 2011, Vol 85, Num 3, pp 289-329, issn 0029-5981, 41 p.Article
A reduced integration solid-shell finite element based on the EAS and the ANS concept—Geometrically linear problemsSCHWARZE, Marco; REESE, Stefanie.International journal for numerical methods in engineering. 2009, Vol 80, Num 10, pp 1322-1355, issn 0029-5981, 34 p.Article
Geometrically nonlinear analysis of laminated composite thin shells using a modified first-order shear deformable element-based Lagrangian shell elementHAN, Sung-Cheon; TABIEI, Ala; PARK, Weon-Tae et al.Composite structures. 2008, Vol 82, Num 3, pp 465-474, issn 0263-8223, 10 p.Article
A 4-node co-rotational ANS shell element for laminated composite structuresKIM, Ki-Du; LEE, Chang-Soo; HAN, Sung-Cheon et al.Composite structures. 2007, Vol 80, Num 2, pp 234-252, issn 0263-8223, 19 p.Article