Details
| Original language | German |
|---|---|
| Title of host publication | Conference Proceedings of the 10th International Conference on Structures in Fire 2018 |
| Pages | 553-560 |
| Number of pages | 7 |
| Publication status | Published - 2018 |
Abstract
behaviour of an innovative composite slab system under the natural fire scenario of hollow spaces are presented. The objective is to evaluate the influence of a newly developed natural fire scenario for hollow spaces on the load-bearing behaviour of the slab system based on the performed largescale fire tests. Furthermore, a three-dimensional numerical Abaqus model, which is validated against test data, will be used for an enhanced understanding of the load-bearing behaviour.
Cite this
- Standard
- Harvard
- Apa
- Vancouver
- BibTeX
- RIS
Conference Proceedings of the 10th International Conference on Structures in Fire 2018. 2018. p. 553-560.
Research output: Chapter in book/report/conference proceeding › Conference contribution › Research › peer review
}
TY - GEN
T1 - Experimental and numerical investigations on the load-bearing behaviour of an innovative prestressed composite slab system under a natural fire scenario
AU - Schaumann, Peter
AU - Meyer, Patrick Dieter
AU - Mensinger, Martin
AU - Koh, Suet Kwan
PY - 2018
Y1 - 2018
N2 - In Germany, regulations for hollow spaces in slab systems require a 30-minutes standard fire resistance of the load-bearing steel construction. Within a current national research project, a natural fire scenario for the hollow space is developed based on realistic fire loads and ventilation conditions in the hollow space. Assuming this realistic fire scenario in the hollow space, two large-scale tests on an innovative composite slab system are performed to evaluate the influence on the loadbearing behaviour of a composite slab system. In this paper, experimental and numerical investigations regarding the heating and load-bearingbehaviour of an innovative composite slab system under the natural fire scenario of hollow spaces are presented. The objective is to evaluate the influence of a newly developed natural fire scenario for hollow spaces on the load-bearing behaviour of the slab system based on the performed largescale fire tests. Furthermore, a three-dimensional numerical Abaqus model, which is validated against test data, will be used for an enhanced understanding of the load-bearing behaviour.
AB - In Germany, regulations for hollow spaces in slab systems require a 30-minutes standard fire resistance of the load-bearing steel construction. Within a current national research project, a natural fire scenario for the hollow space is developed based on realistic fire loads and ventilation conditions in the hollow space. Assuming this realistic fire scenario in the hollow space, two large-scale tests on an innovative composite slab system are performed to evaluate the influence on the loadbearing behaviour of a composite slab system. In this paper, experimental and numerical investigations regarding the heating and load-bearingbehaviour of an innovative composite slab system under the natural fire scenario of hollow spaces are presented. The objective is to evaluate the influence of a newly developed natural fire scenario for hollow spaces on the load-bearing behaviour of the slab system based on the performed largescale fire tests. Furthermore, a three-dimensional numerical Abaqus model, which is validated against test data, will be used for an enhanced understanding of the load-bearing behaviour.
M3 - Aufsatz in Konferenzband
SN - 9781859232743
SP - 553
EP - 560
BT - Conference Proceedings of the 10th International Conference on Structures in Fire 2018
ER -