Finite element large deflection static analysis of shallow and deep stiffened shells

DOI10.1016/S0168-874X(99)00022-0zbMath0979.74073OpenAlexW1980060479WikidataQ127247094 ScholiaQ127247094MaRDI QIDQ1978377

Madhujit Mukhopadhyay, Asokendu Samanta

Publication date: 4 June 2000

Published in: Finite Elements in Analysis and Design (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0168-874x(99)00022-0

zbMATH Keywords

compatibility conditionNewton-Raphson methodlarge deflectionshell elementshallow shellsvon Kármán theorystiffeneriterative solution proceduregeometrically nonlinear static analysisAllman's plane stress triangle elementdeep stiffened shellsdiscrete Kirchhoff triangle plate bending elementmodified Riks methodnonlinear equilibrium pathshell-beam junctionstiffener element

Mathematics Subject Classification ID

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

Related Items (5)

Finite element linear and nonlinear, static and dynamic analysis of structural elements, an addendum ⋮ Geometrically nonlinear analysis of shell structures using a flat triangular shell finite element ⋮ A simple triangular finite element for nonlinear thin shells: statics, dynamics and anisotropy ⋮ Free vibration analysis of stiffened shells by the finite element technique. ⋮ Finite element linear and nonlinear, static and dynamic analysis of structural elements – an addendum – A bibliography (1996‐1999)

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