Galerkin Formulations of Isogeometric Shell Analysis: Alleviating Locking with Greville Quadratures and Higher-Order Elements

Abstract

We propose new quadrature schemes that asymptotically require only four in-plane points for Reissner-Mindlin shell elements and nine in-plane points for Kirchhoff-Love shell elements in B-spline and NURBS-based isogeometric shell analysis, independent of the polynomial degree p of the elements. The quadrature points are Greville abscissae associated with pth-order B-spline basis functions whose continuities depends on the specific Galerkin formulations, and the quadrature weights are calculated by solving a linear moment fitting problem in each parametric direction. The proposed shell element formulations are shown through numerical studies to be rank sufficient and to be free of spurious modes. The studies reveal comparable accuracy, in terms of both displacement and stress, compared with fully integrated spline-based shell elements, while at the same time reducing storage and computational cost associated with forming element stiffness and mass matrices and force vectors. The high accuracy with low computational cost makes the proposed quadratures along with higher-order spline bases, in particular polynomial orders, p = 5 and 6, good choices for alleviating membrane and shear locking in shells.

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Document Details

Document Type
Technical Report
Publication Date
Dec 01, 2020
Accession Number
AD1146620

Entities

People

  • E. J. Savitha
  • M. A. Scott
  • R. A. Sauer
  • Thomas J.R. Hughes
  • Zheguang Zou

Organizations

  • University of Texas at Austin

Tags

Communities of Interest

  • Air Platforms

DTIC Thesaurus Topics

  • Applied Mathematics
  • Applied Mechanics
  • Cantilever Beams
  • Computational Science
  • Computer-Aided Design
  • Coordinate Systems
  • Eigenvalues
  • Engineering
  • Equations
  • Finite Element Analysis
  • Geometric Forms
  • Geometry
  • Hemispherical Shells
  • Materials
  • Mechanics
  • Numbers
  • Three Dimensional

Readers

  • Approximation Theory.
  • Finite Element Method (FEM) for solving Partial Differential Equations (PDEs)
  • Structural Dynamics.