Isogeometric analysis of higher-order gradient elasticity by user elements of a commercial finite element software. (January 2017)

• Record Type: Journal Article
• Authors: Khakalo, Sergei; Niiranen, Jarkko
• Is Part Of: Computer aided design. Volume 82(2017)
• Page Start: 154
• Page End: 169
• Publication Date: 2017-01
• Subjects: Isogeometric analysis -- User elements -- Abaqus -- First strain gradient elasticity -- Second strain gradient elasticity -- Eigenanalysis; Computer-aided design -- Periodicals; Engineering design -- Data processing -- Periodicals; Computer graphics -- Periodicals; Conception technique -- Informatique -- Périodiques; Infographie -- Périodiques; Computer graphics; Engineering design -- Data processing; Periodicals; Electronic journals; 620.00420285
• DOI: 10.1016/j.cad.2016.08.005
• Languages: English
• ISSNs: 0010-4485

Abstract

Abstract: This article is devoted to isogeometric analysis of higher-order strain gradient elasticity by user element implementations within a commercial finite element software Abaqus. The sixth-order boundary value problems of four parameter second strain gradient-elastic bar and plane strain/stress models are formulated in a variational form within an H 3 Sobolev space setting. These formulations can be reduced to two parameter first strain gradient-elastic problems of H 2 variational forms. The implementations of the isogeometric C 2 - and C 1 -continuous Galerkin methods, for the second and first strain gradient elasticity, respectively, are verified by a series of benchmark problems. With the first benchmark problem, a clamped bar in static tension, the convergence properties of the method in the energy norm are shown to be optimal with respect to the NURBS order of the discretizations. For the second benchmark, a clamped bar in extensional free vibrations, the analytical frequencies are captured by the numerical results within the classical and the first strain gradient elasticity. With three examples for the plane stress/strain elasticity, the convergence properties are shown to be optimal, the stress fields of different models are compared to each other, and the differences between the eigenfrequencies and eigenmodes of the models are analyzed. The last example, the Kraus problem, analyses the stress concentration factors within the different models. Highlights: Isogeometric user elements are implemented in a commercial FEA software. Variational forms within H 3 Sobolev space settings are formulated. C 2 -continuous NURBS discretizations are implemented in 1D and 2D. Optimal convergence results verify the implementations. Parameter dependence of the displacement and stress fields as well as the eigenfrequencies and eigenmodes is studied.