Details
| Original language | English |
|---|---|
| Pages (from-to) | 39-44 |
| Number of pages | 6 |
| Journal | Fire safety journal |
| Volume | 13 |
| Issue number | 1 |
| Publication status | Published - 7 Apr 1988 |
| Externally published | Yes |
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
- Chemistry(all)
- General Chemistry
- Materials Science(all)
- General Materials Science
- Engineering(all)
- Safety, Risk, Reliability and Quality
- Physics and Astronomy(all)
- General Physics and Astronomy
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In: Fire safety journal, Vol. 13, No. 1, 07.04.1988, p. 39-44.
Research output: Contribution to journal › Article › Research › peer review
}
TY - JOUR
T1 - Critical temperatures of steel columns exposed to fire
AU - Rubert, Achim
AU - Schaumann, Peter
PY - 1988/4/7
Y1 - 1988/4/7
N2 - 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.
AB - 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.
UR - http://www.scopus.com/inward/record.url?scp=0023043901&partnerID=8YFLogxK
U2 - 10.1016/0379-7112(88)90031-8
DO - 10.1016/0379-7112(88)90031-8
M3 - Article
AN - SCOPUS:0023043901
VL - 13
SP - 39
EP - 44
JO - Fire safety journal
JF - Fire safety journal
SN - 0379-7112
IS - 1
ER -