A FULLY GENERALISED APPROACH TO MODELLING FIRE RESPONSE OF STEEL-RC COMPOSITE STRUCTURES

Authors

  • Jerneja Kolšek
  • Tomaž Hozjan
  • Miran Saje
  • Igor Planinc

DOI:

https://doi.org/10.14311/asfe.2015.041

Abstract

In the paper a new generalised three–phase finite–element numerical model for the fire analysis of beam–like steel–concrete composite structures is presented. In addition, the influence of contact stiffness in a standard trapezoidal RC plate to its ultimate fire resistance is presented employing the proposed numerical procedure.

Downloads

Published

2016-01-18