Details
Originalsprache | Englisch |
---|---|
Seiten (von - bis) | 39-44 |
Seitenumfang | 6 |
Fachzeitschrift | Fire safety journal |
Jahrgang | 13 |
Ausgabenummer | 1 |
Publikationsstatus | Veröffentlicht - 7 Apr. 1988 |
Extern publiziert | Ja |
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 Sachgebiete
- Chemie (insg.)
- Allgemeine Chemie
- Werkstoffwissenschaften (insg.)
- Allgemeine Materialwissenschaften
- Ingenieurwesen (insg.)
- Sicherheit, Risiko, Zuverlässigkeit und Qualität
- Physik und Astronomie (insg.)
- Allgemeine Physik und Astronomie
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in: Fire safety journal, Jahrgang 13, Nr. 1, 07.04.1988, S. 39-44.
Publikation: Beitrag in Fachzeitschrift › Artikel › Forschung › 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 -