Advertisement

Local Buckling Effects on the Supports of Continuous Trapezoidal Profiled Steel Sheets

  • Graziella Mateescu
  • Victor Gioncu
Conference paper
Part of the International Union of Theoretical and Applied Mechanics book series (IUTAM)

Abstract

Corrugated sheet roof decking panels are more often continuous than simply supported. They are generally designed in the elastic range, to resist the maximum bending moments at the intermediate supports. A tentative plastic design must consider the differences in the behaviour of these corrugated sheet at the supports and that in the central zone of the span. While the postcritical behaviour under bending is stable (fig.la), it becomes unstable under bending and shear (fig.lb)

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

Copyright information

© Springer-Verlag Berlin Heidelberg 1992

Authors and Affiliations

  • Graziella Mateescu
    • 1
  • Victor Gioncu
    • 1
  1. 1.Building Research Institute TimisoaraTimisoaraRomania

Personalised recommendations