Details
| Originalsprache | Englisch |
|---|---|
| Titel des Sammelwerks | Structures in Fire |
| Untertitel | Proceedings of the Sixth International Conference, SiF'10 |
| Seiten | 629-637 |
| Seitenumfang | 9 |
| Publikationsstatus | Veröffentlicht - 2010 |
| Veranstaltung | 6th International Conference on Structures in Fire, SiF'10 - East Lansing, MI, USA / Vereinigte Staaten Dauer: 2 Juni 2010 → 4 Juni 2010 |
Publikationsreihe
| Name | Structures in Fire - Proceedings of the Sixth International Conference, SiF'10 |
|---|
Abstract
This contribution deals with the fire performance of external semi-rigid composite joints. First, the design principles of two newly developed joints are explained. Four fire tests were carried out to investigate the fire performance of the new joints. To study local phenomena in the joint, a three-dimensional numerical model was established with the Finite Element code Abaqus for one joint type. The data obtained from the fire tests were used to validate the model. It is shown that the model is suitable to predict the fire performance of the chosen external semi-rigid composite joint. Thus, parametric studies were conducted to extend the parameter set of the fire tests. Based on the results of the numerical studies, the paper concludes with recommendations for the design of the developed composite joints.
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Tief- und Ingenieurbau
- Ingenieurwesen (insg.)
- Maschinenbau
- Ingenieurwesen (insg.)
- Sicherheit, Risiko, Zuverlässigkeit und Qualität
- Ingenieurwesen (insg.)
- Bauwesen
Zitieren
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- BibTex
- RIS
Structures in Fire : Proceedings of the Sixth International Conference, SiF'10. 2010. S. 629-637 (Structures in Fire - Proceedings of the Sixth International Conference, SiF'10).
Publikation: Beitrag in Buch/Bericht/Sammelwerk/Konferenzband › Aufsatz in Konferenzband › Forschung › Peer-Review
}
TY - GEN
T1 - Fire performance of external semi-rigid composite joints
AU - Schaumann, P.
AU - Zhao, B.
AU - Bahr, O.
AU - Renaud, C.
PY - 2010
Y1 - 2010
N2 - This contribution deals with the fire performance of external semi-rigid composite joints. First, the design principles of two newly developed joints are explained. Four fire tests were carried out to investigate the fire performance of the new joints. To study local phenomena in the joint, a three-dimensional numerical model was established with the Finite Element code Abaqus for one joint type. The data obtained from the fire tests were used to validate the model. It is shown that the model is suitable to predict the fire performance of the chosen external semi-rigid composite joint. Thus, parametric studies were conducted to extend the parameter set of the fire tests. Based on the results of the numerical studies, the paper concludes with recommendations for the design of the developed composite joints.
AB - This contribution deals with the fire performance of external semi-rigid composite joints. First, the design principles of two newly developed joints are explained. Four fire tests were carried out to investigate the fire performance of the new joints. To study local phenomena in the joint, a three-dimensional numerical model was established with the Finite Element code Abaqus for one joint type. The data obtained from the fire tests were used to validate the model. It is shown that the model is suitable to predict the fire performance of the chosen external semi-rigid composite joint. Thus, parametric studies were conducted to extend the parameter set of the fire tests. Based on the results of the numerical studies, the paper concludes with recommendations for the design of the developed composite joints.
UR - http://www.scopus.com/inward/record.url?scp=77955801289&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:77955801289
SN - 9781605950273
T3 - Structures in Fire - Proceedings of the Sixth International Conference, SiF'10
SP - 629
EP - 637
BT - Structures in Fire
T2 - 6th International Conference on Structures in Fire, SiF'10
Y2 - 2 June 2010 through 4 June 2010
ER -