Details
Titel in Übersetzung | Temperature-dependent Material Properties of Structural Steel During Exposure to Fire. |
---|---|
Originalsprache | Deutsch |
Seiten | 81-86 |
Seitenumfang | 6 |
Band | 54 |
Ausgabenummer | 3 |
Fachzeitschrift | STAHLBAU |
Publikationsstatus | Veröffentlicht - März 1985 |
Extern publiziert | Ja |
Abstract
On the basis of large-scale tests new temperature-dependent material characteristics of structural steel have been developed up to 1000 degree C for computer simulation under fire load. Their application within an incrementally formulated finite element method has shown good agreement with the test results with regard to the load-bearing and deformation behavior in the entire temperature range examined.
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Tief- und Ingenieurbau
- Ingenieurwesen (insg.)
- Bauwesen
- Ingenieurwesen (insg.)
- Werkstoffmechanik
- Ingenieurwesen (insg.)
- Maschinenbau
- Werkstoffwissenschaften (insg.)
- Metalle und Legierungen
Zitieren
- Standard
- Harvard
- Apa
- Vancouver
- BibTex
- RIS
in: STAHLBAU, Jahrgang 54, Nr. 3, 03.1985, S. 81-86.
Publikation: Beitrag in nicht-wissenschaftlicher/populärwissenschaftlicher Zeitschrift/Zeitung › Beitrag in Publikumszeitung/-zeitschrift › Transfer
}
TY - GEN
T1 - Temperaturabhaengige Werkstoffeigenschaften von Baustahl bei Brandbeanspruchung
AU - Rubert, Achim
AU - Schaumann, Peter
PY - 1985/3
Y1 - 1985/3
N2 - On the basis of large-scale tests new temperature-dependent material characteristics of structural steel have been developed up to 1000 degree C for computer simulation under fire load. Their application within an incrementally formulated finite element method has shown good agreement with the test results with regard to the load-bearing and deformation behavior in the entire temperature range examined.
AB - On the basis of large-scale tests new temperature-dependent material characteristics of structural steel have been developed up to 1000 degree C for computer simulation under fire load. Their application within an incrementally formulated finite element method has shown good agreement with the test results with regard to the load-bearing and deformation behavior in the entire temperature range examined.
UR - http://www.scopus.com/inward/record.url?scp=0022037722&partnerID=8YFLogxK
M3 - Beitrag in Publikumszeitung/-zeitschrift
AN - SCOPUS:0022037722
VL - 54
SP - 81
EP - 86
JO - STAHLBAU
JF - STAHLBAU
SN - 0038-9145
ER -