A Four-Noded Plane Elasticity Element Based On the Separation of the Deformation Modes

Authors

  • A. Dosa Transilvania University of Brasov, Romania
  • D. Radu Transilvania University of Brasov, Romania

Keywords:

quadrilateral element, unsymmetric formulation, distortion sensitivity

Abstract

This paper presents a four-noded quadrilateral finite element with translational degrees of freedom for plane elasticity problems, based on the displacement separation method, which is an unsymmetric stress-hybrid formulation. The element can reproduce exactly all the constant strain modes, has correct rank, is of high coarse mesh accuracy, and has a very low shape distortion sensitivity.

Author Biographies

A. Dosa, Transilvania University of Brasov, Romania

Faculty of Civil Engineering

D. Radu, Transilvania University of Brasov, Romania

Faculty of Civil Engineering

Published

2007-01-17

Issue

Section

CIVIL ENGINEERING