Enhanced mixed interpolation XFEM formulations for discontinuous Timoshenko beam and Mindlin‐Reissner plate. (8th May 2018)

• Record Type: Journal Article
• Authors: Toolabi, M.; Fallah, A.S.; Baiz, P.M.; Louca, L.A.
• Is Part Of: International journal for numerical methods in engineering. Volume 115:Number 6(2018)
• Page Start: 714
• Page End: 737
• Publication Date: 2018-05-08
• Subjects: extended finite element method (XFEM) -- Hellinger‐Reissner (HR) functional -- Mindlin‐Reissner plate -- mixed interpolation of tensorial components (MITC) -- shear locking -- Timoshenko beam; Numerical analysis -- Periodicals; Engineering mathematics -- Periodicals; 620.001518
• DOI: 10.1002/nme.5822
• Languages: English
• ISSNs: 0029-5981

Abstract

Summary: Shear locking is a major issue emerging in the computational formulation of beam and plate finite elements of minimal number of degrees of freedom as it leads to artificial overstiffening. In this paper, discontinuous Timoshenko beam and Mindlin‐Reissner plate elements are developed by adopting the Hellinger‐Reissner functional with the displacements and through‐thickness shear strains as degrees of freedom. Heterogeneous beams and plates with weak discontinuity are considered, and the mixed formulation has been combined with the extended finite element method (FEM); thus, mixed enrichment functions are used. Both the displacement and the shear strain fields are enriched as opposed to the traditional extended FEM where only the displacement functions are enriched. The enrichment type is restricted to extrinsic mesh‐based topological local enrichment. The results from the proposed formulation correlate well with analytical solution in the case of the beam and in the case of the Mindlin‐Reissner plate with those of a finite element package (ABAQUS) and classical FEM and show higher rates of convergence. In all cases, the proposed method captures strain discontinuity accurately. Thus, the proposed method provides an accurate and a computationally more efficient way for the formulation of beam and plate finite elements of minimal number of degrees of freedom.