Application of the generalized conforming flat shell element to geometrical non-linear analysis for composite stiffened shell structures

DOI<399::AID-CNM254>3.0.CO;2-Q 10.1002/(SICI)1099-0887(199906/07)15:6<399::AID-CNM254>3.0.CO;2-QzbMath0948.74070OpenAlexW2039606085MaRDI QIDQ4266610

Wenqi Kuang, Qun Zhang, Mu Lu

Publication date: 19 November 2000

Full work available at URL: https://doi.org/10.1002/(sici)1099-0887(199906/07)15:6<399::aid-cnm254>3.0.co;2-q

zbMATH Keywords

Hermite interpolationbeam elementdrilling degrees of freedomupdated Lagrangian formulationequation of virtual workcentral line displacement patternconcentric stiffenergeneralized conforming flat shell element

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Composite and mixture properties (74E30) Shells (74K25)

Related Items (2)

Finite element linear and nonlinear, static and dynamic analysis of structural elements, an addendum ⋮ Finite element linear and nonlinear, static and dynamic analysis of structural elements – an addendum – A bibliography (1996‐1999)

Cites Work

• On a stress resultant geometrically exact shell model. III: Computational aspects of the nonlinear theory
• Generalized conforming plate bending elements using point and line compatibility conditions
• A compatible triangular element including vertex rotations for plane elasticity analysis
• Analysis of anisotropic, stiffened composite laminates using a continuum-based shell element
• A fast incremental/iterative solution procedure that handles “snap-through”
• Large displacement analysis of three-dimensional beam structures
• Geometric non-linear analysis of space shell structures using generalized conforming flat shell elements-for space shell structures
• Geometric nonlinear analysis of flexible spatial beam structures

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