An alternative alpha finite element method (AαFEM) for free and forced structural vibration using triangular meshes

  • Authors:
  • N. Nguyen-Thanh;Timon Rabczuk;H. Nguyen-Xuan;Stéphane P. A. Bordas

  • Affiliations:
  • Institute of Structural Mechanics, Bauhaus-University Weimar, Marienstr. 15, D-99423 Weimar, Germany;Institute of Structural Mechanics, Bauhaus-University Weimar, Marienstr. 15, D-99423 Weimar, Germany;Singapore-MIT Alliance (SMA), E4-04-10, 4 Engineering Drive 3, Singapore 117576, Singapore and Department of Mechanics, Faculty of Mathematics and Computer Science, University of Science, VNU-HCM, ...;Department of Civil Engineering, University of Glasgow, Rankine building, G12 8LT, Scotland and Royal Academy of Engineering/Leverhulme Trust Senior Research Fellow ("Towards the next generation s ...

  • Venue:
  • Journal of Computational and Applied Mathematics
  • Year:
  • 2010

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Abstract

An alternative alpha finite element method (A@aFEM) using triangular elements is proposed that significantly improves the accuracy of the standard triangular finite elements and provides a superconvergent solution in the energy norm for the static analysis of two-dimensional solid mechanics problems. In the A@aFEM, the piecewise constant strain field of linear triangular FEM models is enhanced by additional strain terms with an adjustable parameter @a which results in an effectively softer stiffness formulation compared to a linear triangular element. The element is further extended to the free and forced vibration analyses of solids. Several numerical examples show that the A@aFEM achieves high reliability compared to other existing elements in the literature.