A stabilized one‐point integrated quadrilateral Reissner–Mindlin plate element

By Friedrich Gruttmann, Werner Wagner. 2004

61 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/5d976fcf578319954bdb96ee19ecfd408b29381f

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In Building and Construction

In Civil and Structural Engineering

In Mechanics of Materials

Citations in the corpus

Application of the quadrilateral area co‐ordinate method: a new element for Mindlin–Reissner plate (2006, background): “Up to date, new models are still proposed in recent journal papers [15, 16].”
A smoothed finite element method for plate analysis (2008, unknown): “DKQ [31] 0.11914 0.11960 0.11969 0.11974 0.11975 G/W [ 25 ] 0.11862 0.11947 0.11963 0.11973 0.11975 MITC4 0.11856 0.11946 0.11963 0.11973 0.11975 MISC1 0.11873 0.11950 0.11965 0.11973 0.11975 MISC2 0.11867 0.11949 0.11964 0.11973 0.11975 MISC3 0.11864 0.11948 0.11963 0.11973 0.11975 MISC4 0.11861 0.”
A linear quadrilateral shell element with fast stiffness computation (2005, background): “2 Transverse Shear Strains The fulfillment of the bending patch test is discussed in [28], where for a plate it is shown, that with the transverse shear strains (4)3 the patch test can not be fulfilled within the present mixed formulation.”
A novel FEM by scaling the gradient of strains with factor α (αFEM) (2009, background): “To overcome the instability problem or to suppress the zero-energy hour-glass modes, the addition of a stabilization matrix need to be introduced [4–7,15,21,25– 27,33].”
A robust non‐linear mixed hybrid quadrilateral shell element (2005, methodology): “In this context we refer to the investigations for a linear plate [33].”
Structural analysis of composite laminates using a mixed hybrid shell element (2006, background): “The bending patch test – when using below defined mixed interpolation for the stress resultants and shell strains – can be fulfilled with substitute shear strains defined in [13], but not with the bilinear displacement interpolation inserted in the transverse shear strains (3)3, see [ 18 ] in case o”
A reduced integration solid‐shell finite element based on the EAS and the ANS concept—Geometrically linear problems (2009, unknown): “To simplify their citation in the following examples a summary together with a short-hand notation is given: Reduced integration solid and solid-shell elements Car08—Cardoso et al. [32]: EAS/ANS solid-shell M-RESS Ree07—Reese [53]: EAS solid-shell Q1SPs Alv05—Alves de Sousa et al. [52]: EAS solid-sh”