A hybrid stress element for thin-walled beams


Oral S.

International Conference on Metal Structures, Miskolc, Hungary, 3 - 05 April 2003, pp.75-78 identifier

  • Publication Type: Conference Paper / Full Text
  • City: Miskolc
  • Country: Hungary
  • Page Numbers: pp.75-78

Abstract

A hybrid stress finite element for linear static analysis of thin-walled beams is presented. The element is based on Vlasov theory. The hybrid stress formulation is particularly suitable in this case where displacement assumption is not necessary and a simple polynomial assumption for independent stress resultants is sufficient to form the element stiffness matrix. The result is a simple and elegant element, which is accurate and cost effective. The formulation is assessed by analyzing a structure having open and closed sections. The results are in perfect agreement with previous solutions.