Details
| Original language | English |
|---|---|
| Pages (from-to) | 103-112 |
| Number of pages | 10 |
| Journal | Journal of Structural Fire Engineering |
| Volume | 4 |
| Issue number | 2 |
| Publication status | Published - 1 Jun 2013 |
Abstract
Actual developments in numerical simulations of the structural behaviour in fire situation are focussed on taking into consideration the interaction of all structural members in a global numerical approach. Therefore it is necessary to model the load bearing behaviour of connections in detail. In this paper a detailed 3D numerical model of a bolted steel endplate connection taking into account nonlinearities, e.g. temperature dependent material, is presented. The simulation is validated by experimental tests conducted at the University of Sheffield in 2008. During some of the experimental tests, large deformations and fractures occurred. These phenomena are simulated with the numerical model as well.
ASJC Scopus subject areas
- Engineering(all)
- Safety, Risk, Reliability and Quality
- Engineering(all)
- Mechanics of Materials
- Engineering(all)
- Mechanical Engineering
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In: Journal of Structural Fire Engineering, Vol. 4, No. 2, 01.06.2013, p. 103-112.
Research output: Contribution to journal › Article › Research › peer review
}
TY - JOUR
T1 - Simulation of a flush endplate connection at elevated temperatures including fracture simulation
AU - Schaumann, Peter
AU - Kirsch, Thomas
PY - 2013/6/1
Y1 - 2013/6/1
N2 - Actual developments in numerical simulations of the structural behaviour in fire situation are focussed on taking into consideration the interaction of all structural members in a global numerical approach. Therefore it is necessary to model the load bearing behaviour of connections in detail. In this paper a detailed 3D numerical model of a bolted steel endplate connection taking into account nonlinearities, e.g. temperature dependent material, is presented. The simulation is validated by experimental tests conducted at the University of Sheffield in 2008. During some of the experimental tests, large deformations and fractures occurred. These phenomena are simulated with the numerical model as well.
AB - Actual developments in numerical simulations of the structural behaviour in fire situation are focussed on taking into consideration the interaction of all structural members in a global numerical approach. Therefore it is necessary to model the load bearing behaviour of connections in detail. In this paper a detailed 3D numerical model of a bolted steel endplate connection taking into account nonlinearities, e.g. temperature dependent material, is presented. The simulation is validated by experimental tests conducted at the University of Sheffield in 2008. During some of the experimental tests, large deformations and fractures occurred. These phenomena are simulated with the numerical model as well.
UR - http://www.scopus.com/inward/record.url?scp=84878862348&partnerID=8YFLogxK
U2 - 10.1260/2040-2317.4.2.103
DO - 10.1260/2040-2317.4.2.103
M3 - Article
AN - SCOPUS:84878862348
VL - 4
SP - 103
EP - 112
JO - Journal of Structural Fire Engineering
JF - Journal of Structural Fire Engineering
SN - 2040-2317
IS - 2
ER -