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A shear locking free isoparametric three-node triangular finite element for moderately-thick and thin plates (1992)

Kabir, Humayun R. H.

Chichester [u.a.] : Wiley-Blackwell

International Journal for Numerical Methods in Engineering 35 (1992), S. 503-519

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ISSN: 0029-5981

Keywords: Engineering ; Engineering General

Source: Wiley InterScience Backfile Collection 1832-2000

Topics: Mathematics , Technology

Notes: A shear locking free isoparametric three-node triangular plate bending element, KEYA, is developed. Reissner/Mindlin theory that incorporates transverse shear deformation is assumed in the plate formulation. Numerical results include patch tests, convergence of transverse displacement and stress resultants, and variations of them for various parametric effects on cantilever, simply supported and clamped plates.

Additional Material: 16 Ill.

Type of Medium: Electronic Resource

URL: http://dx.doi.org/10.1002/nme.1620350306

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