A quadratic assumed natural strain curved triangular shell element

DOI10.1016/S0045-7825(98)00277-1zbMath0953.74067OpenAlexW2008091026WikidataQ127754031 ScholiaQ127754031MaRDI QIDQ1965221

Dan Zhu, Kam-Yim Sze

Publication date: 1999

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0045-7825(98)00277-1

zbMATH Keywords

assumed natural or covariant strain methodnatural strainsprescribed cubic fieldsix-node triangular curved shell elementsubparametric element

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Shells (74K25)

Related Items (14)

Hybrid-stress solid elements for shell structures based upon a modified variational functional ⋮ Finite element linear and nonlinear, static and dynamic analysis of structural elements, an addendum ⋮ Analysis of plates and shells using an edge-based smoothed finite element method ⋮ Hybrid gradient smoothing technique with discrete shear gap method for shell structures ⋮ High-order plate bending analysis based on the scaled boundary finite element method ⋮ An edge-based smoothed triangle element for non-linear explicit dynamic analysis of shells ⋮ The MITC3+ shell element enriched in membrane displacements by interpolation covers ⋮ An assumed strain triangular curved solid shell element formulation for analysis of plates and shells undergoing finite rotations ⋮ Higher-order shell elements based on a Cosserat model, and their use in the topology design of structures ⋮ Nonlinear dynamic analysis of shell structures by the formulation based on a discrete shear gap ⋮ Phenomenological invariant-based finite-element model for geometrically nonlinear analysis of thin shells ⋮ A solid-shell formulation based on the assumed natural inhomogeneous strains for modeling the viscoelastic response of electro-active polymers ⋮ Improvements in the membrane behaviour of the three node rotation-free BST shell triangle using an assumed strain approach ⋮ Finite element linear and nonlinear, static and dynamic analysis of structural elements – an addendum – A bibliography (1996‐1999)

Cites Work

• Unnamed Item
• Unnamed Item
• Unnamed Item
• Nonlinear thin shell analysis using a curved triangular element
• On the relative merits of three-point integration rules for six-node triangles
• An explicit hybrid-stabilized 9-node Lagrangian shell element
• A practicable and locking-free laminated shallow shell triangular element of varying and adaptable curvature
• Plate bending elements with discrete constraints: New triangular elements
• The MITC7 and MITC9 Plate bending elements
• A degenerate triangular shell element with constant cross-sectional warping
• A robust triangular plate bending element of the Reissner-Mindlin type
• Assumed strain stabilization procedure for the 9‐node Lagrange shell element
• On invariance of isoparametric hybrid/mixed elements
• A quadratic assumed natural strain triangular element for plate bending analysis
• QUADRATIC TRIANGULARC0 PLATE BENDING ELEMENT
• An asymmetrical finite difference network

This page was built for publication: A quadratic assumed natural strain curved triangular shell element