4.6 Article

Topology optimization of Reissner-Mindlin plates using multi-material discrete shear gap method

Journal

STEEL AND COMPOSITE STRUCTURES
Volume 47, Issue 3, Pages 365-374

Publisher

TECHNO-PRESS
DOI: 10.12989/scs.2023.47.3.365

Keywords

discrete shear gap method; multi-material; reduced integration method; Reissner-Mindlin plate; shear locking; topology optimization

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This paper presents a new scheme called Discrete Shear Gap element (DSG) for constructing locking-free finite elements in thick and thin plates. It utilizes multiphase material topology optimization for triangular elements and includes common methods such as quadrilateral element (Q4) and reduced integration method. It also addresses the transverse shear-locking problem in thin plates using the stabilized discrete shear gap technique.
This paper presents a new scheme for constructing locking-free finite elements in thick and thin plates, called Discrete Shear Gap element (DSG), using multiphase material topology optimization for triangular elements of Reissner-Mindlin plates. Besides, common methods are also presented in this article, such as quadrilateral element (Q4) and reduced integration method. Moreover, when the plate gets too thin, the transverse shear-locking problem arises. To avoid that phenomenon, the stabilized discrete shear gap technique is utilized in the DSG3 system stiffness matrix formulation. The accuracy and efficiency of DSG are demonstrated by the numerical examples, and many superior properties are presented, such as being a strong competitor to the common kind of Q4 elements in the static topology optimization and its computed results are confirmed against those derived from the three-node triangular element, and other existing solutions.

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