A new 4-node MITC element for analysis of two-dimensional solids and its formulation in a shell element. (November 2017)

• Record Type: Journal Article
• Authors: Ko, Yeongbin; Lee, Phill-Seung; Bathe, Klaus-Jürgen
• Is Part Of: Computers & structures. Volume 192(2017)
• Page Start: 34
• Page End: 49
• Publication Date: 2017-11
• Subjects: 4-node 2D finite element for solids -- MITC method -- EAS method -- Incompatible modes -- Shear and volumetric locking -- MITC4+ shell element; Structural engineering -- Data processing -- Periodicals; Electronic data processing -- Structures, Theory of -- Periodicals; 624.171
• DOI: 10.1016/j.compstruc.2017.07.003
• Languages: English
• ISSNs: 0045-7949

Abstract

Highlights: We present a new reliable 4-node MITC element for analysis of two-dimensional solids. The element does not show spurious instabilities in geometrically nonlinear solutions. Its predictive capability is comparable to incompatible-modes elements. Using its formulation, the previously developed MITC4+ shell element is further improved. Abstract: We present in this paper a new reliable and efficient 4-node quadrilateral element, which we call the 2D-MITC4 element, for two-dimensional plane stress and plane strain solutions of solids using the MITC method. We also present an extension of the element assuming a constant element pressure, which we call the 2D-MITC4/1 element. The elements show a much better predictive capability than the displacement-based element and perform in linear analyses almost as well as the 4-node element with incompatible modes, an enhanced assumed strain (EAS) element. However, unlike when using EAS elements, we do not observe spurious instabilities in geometrically nonlinear solutions. Embedding the new MITC formulation into the previously presented MITC4+ shell element, we improve the membrane behavior of the shell element. The new 2D solid elements and the improved MITC4+ shell element pass all basic tests (the isotropy, zero energy mode and patch tests). We present the finite element solutions of various benchmark problems to illustrate the solution accuracy of the new elements.