Details
| Titel in Übersetzung | Membrane action of composite slabs in fire - State of the art |
|---|---|
| Originalsprache | Deutsch |
| Seiten | 298-305 |
| Seitenumfang | 8 |
| Band | 79 |
| Ausgabenummer | 4 |
| Fachzeitschrift | STAHLBAU |
| Publikationsstatus | Veröffentlicht - 9 Apr. 2010 |
Abstract
Composite slabs exposed to fire can support loads considerably greater than those calculated using classical design procedures. This is due to the change of the load carrying mechanism from flexural bending at ambient temperature to tensile membrane action in fire. However, this mechanism cannot be simply adopted in the Germany design rules. According to the building regulations all the steel beams have to be protected against fire although it is often not necessary in order to support the loads. In Great Britain tensile membrane action is already used with a design method developed by Bailey [1]. It is a practicable method especially for simple constructions where high calculation effort is uneconomical. Nevertheless, further research is necessary to adopt the method in Germany.
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Tief- und Ingenieurbau
- Ingenieurwesen (insg.)
- Bauwesen
- Ingenieurwesen (insg.)
- Werkstoffmechanik
- Ingenieurwesen (insg.)
- Maschinenbau
- Werkstoffwissenschaften (insg.)
- Metalle und Legierungen
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in: STAHLBAU, Jahrgang 79, Nr. 4, 09.04.2010, S. 298-305.
Publikation: Beitrag in nicht-wissenschaftlicher/populärwissenschaftlicher Zeitschrift/Zeitung › Beitrag in Publikumszeitung/-zeitschrift › Transfer
}
TY - GEN
T1 - Membranwirkung von Verbunddecken bei Brand
T2 - Stand der Technik
AU - Mensinger, Martin
AU - Schaumann, Peter
AU - Stadler, Martin
AU - Sothmann, Jörg
PY - 2010/4/9
Y1 - 2010/4/9
N2 - Composite slabs exposed to fire can support loads considerably greater than those calculated using classical design procedures. This is due to the change of the load carrying mechanism from flexural bending at ambient temperature to tensile membrane action in fire. However, this mechanism cannot be simply adopted in the Germany design rules. According to the building regulations all the steel beams have to be protected against fire although it is often not necessary in order to support the loads. In Great Britain tensile membrane action is already used with a design method developed by Bailey [1]. It is a practicable method especially for simple constructions where high calculation effort is uneconomical. Nevertheless, further research is necessary to adopt the method in Germany.
AB - Composite slabs exposed to fire can support loads considerably greater than those calculated using classical design procedures. This is due to the change of the load carrying mechanism from flexural bending at ambient temperature to tensile membrane action in fire. However, this mechanism cannot be simply adopted in the Germany design rules. According to the building regulations all the steel beams have to be protected against fire although it is often not necessary in order to support the loads. In Great Britain tensile membrane action is already used with a design method developed by Bailey [1]. It is a practicable method especially for simple constructions where high calculation effort is uneconomical. Nevertheless, further research is necessary to adopt the method in Germany.
UR - http://www.scopus.com/inward/record.url?scp=77952978293&partnerID=8YFLogxK
U2 - 10.1002/stab.201001321
DO - 10.1002/stab.201001321
M3 - Beitrag in Publikumszeitung/-zeitschrift
AN - SCOPUS:77952978293
VL - 79
SP - 298
EP - 305
JO - STAHLBAU
JF - STAHLBAU
SN - 0038-9145
ER -