A FLAT TRIANGULAR SHELL ELEMENT WITH LOOF NODES

DOI<3867::AID-NME28>3.0.CO;2-H 10.1002/(SICI)1097-0207(19961130)39:22<3867::AID-NME28>3.0.CO;2-HzbMath0886.73070OpenAlexW2011165450MaRDI QIDQ4355316

Lars Damkilde, Peter Noe Poulsen

Publication date: 10 May 1998

Full work available at URL: https://doi.org/10.1002/(sici)1097-0207(19961130)39:22<3867::aid-nme28>3.0.co;2-h

zbMATH Keywords

linear bucklinggeometrical nonlinear analysisdiscrete Kirchhoff theoryinterelement compatibilitylinear staticslinear membrane strain elemetn LSTplate bending element DKTL

Mathematics Subject Classification ID

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

Related Items (11)

Unnamed Item ⋮ Geometrically nonlinear analysis of shell structures using a flat triangular shell finite element ⋮ Unnamed Item ⋮ Unnamed Item ⋮ Direct determination of asymptotic structural postbuckling behaviour by the finite element method ⋮ An assumed strain formulation of efficient solid triangular element for general shell analysis ⋮ An assumed strain triangular solid shell element with bubble function displacements for analysis of plates and shells ⋮ Formulation and evaluation of new triangular, quadrilateral, pentagonal and hexagonal discrete Kirchhoff plate/shell elements ⋮ An assumed strain triangular curved solid shell element formulation for analysis of plates and shells undergoing finite rotations ⋮ Phenomenological invariant-based finite-element model for geometrically nonlinear analysis of thin shells ⋮ Finite element linear and nonlinear, static and dynamic analysis of structural elements – an addendum – A bibliography (1996‐1999)

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