Critical temperatures of steel columns exposed to fire

Research output: Contribution to journal › Article › Research › peer review

Authors

  • Achim Rubert
  • Peter Schaumann

External Research Organisations

  • Arbed Research
  • HRA Ingenieurgesellschaft mbH
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Details

Original languageEnglish
Pages (from-to)39-44
Number of pages6
JournalFire safety journal
Volume13
Issue number1
Publication statusPublished - 7 Apr 1988
Externally publishedYes

Abstract

This contribution deals with the interdependence between material properties of structural steel at elevated temperatures and critical temperatures of steel columns. A simple design method for estimating lower and upper bound values of critical temperatures is presented. Critical temperatures of steel columns can be determined by means of the related slenderness and the utilization factor. Both parameters can be calculated on the basis of design methods at normal temperatures.

ASJC Scopus subject areas

Cite this

Critical temperatures of steel columns exposed to fire. / Rubert, Achim; Schaumann, Peter.
In: Fire safety journal, Vol. 13, No. 1, 07.04.1988, p. 39-44.

Research output: Contribution to journal › Article › Research › peer review

Rubert A, Schaumann P. Critical temperatures of steel columns exposed to fire. Fire safety journal. 1988 Apr 7;13(1):39-44. doi: 10.1016/0379-7112(88)90031-8
Rubert, Achim ; Schaumann, Peter. / Critical temperatures of steel columns exposed to fire. In: Fire safety journal. 1988 ; Vol. 13, No. 1. pp. 39-44.
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