Finite-rotation shell elements via mixed formulation

DOI10.1007/BF00370095zbMath0779.73055MaRDI QIDQ1207280

Wilfried B. Krätzig, Yavuz Başar, Yunhe Ding

Publication date: 1 April 1993

Published in: Computational Mechanics (Search for Journal in Brave)

zbMATH Keywords

difference vectorfour-node and nine-node quadrilateral shell elementsReissner-Mindlin type functional

Mathematics Subject Classification ID

Nonlinear elasticity (74B20) Finite element methods applied to problems in solid mechanics (74S05) Membranes (74K15)

Related Items (15)

Nonlinear formulations of a four-node quasi-conforming shell element ⋮ A nonlinear extensible 4-node shell element based on continuum theory and assumed strain interpolations ⋮ Finite element analysis of smooth, folded and multi-shell structures ⋮ An assumed strain approach avoiding artificial thickness straining for a non‐linear 4‐node shell element ⋮ Unnamed Item ⋮ Finite element linear and nonlinear, static and dynamic analysis of structural elements: a bibliography (1992‐1995) ⋮ From nonlinear micromorphic to nonlinear micropolar shell theory ⋮ 'Best' transverse shearing and stretching shell theory for nonlinear finite element simulations ⋮ Nonlinear finite element analysis of functionally graded structures by enhanced assumed strain shell elements ⋮ Finite element analysis of hyperelastic thin shells with large strains ⋮ Assumed natural strain NURBS-based solid-shell element for the analysis of large deformation elasto-plastic thin-shell structures ⋮ Large strain deformations of elastic shells. Constitutive modelling and finite element analysis ⋮ A plate model for multilayer graphene sheets and its finite element implementation via corotational formulation ⋮ A 4-node finite shell element for the implementation of general hyperelastic 3D-elasticity at finite strains ⋮ On an isoparametric finite-element for composite laminates with finite rotations

Cites Work

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