Details
| Original language | English |
|---|---|
| Title of host publication | Proceedings of the 3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures |
| Pages | 605-610 |
| Number of pages | 6 |
| Publication status | Published - 2007 |
| Event | 3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures - Manchester, United Kingdom (UK) Duration: 30 Jul 2007 → 1 Aug 2007 |
Abstract
Global structural analysis becomes more and more a standard design procedure as an answer to the demand for performance based fire design. Furthermore, composite columns are an economical solution for high performance and slender vertical load bearing elements with particular advantages in the fire situation. This paper presents the development of a numerical model to incorporate composite columns in the analysis of global structures. The cross section of the composite column is analysed in pre-processing routines. The obtained stiffness properties are applied to simple beam elements and hence are included in ABAQUS routines. For this contribution the developed model is tested at ambient temperatures. Load bearing capacities of several composite columns are calculated and compared to the results of the design Eurocode model. In the next step of upcoming investigations the elevated temperature will be included in the model.
ASJC Scopus subject areas
- Engineering(all)
- Building and Construction
- Engineering(all)
- Civil and Structural Engineering
- Materials Science(all)
- Metals and Alloys
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Proceedings of the 3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures. 2007. p. 605-610.
Research output: Chapter in book/report/conference proceeding › Conference contribution › Research › peer review
}
TY - GEN
T1 - Simulation of composite columns in a global structural approach
AU - Schaumann, P.
AU - Kettner, F.
PY - 2007
Y1 - 2007
N2 - Global structural analysis becomes more and more a standard design procedure as an answer to the demand for performance based fire design. Furthermore, composite columns are an economical solution for high performance and slender vertical load bearing elements with particular advantages in the fire situation. This paper presents the development of a numerical model to incorporate composite columns in the analysis of global structures. The cross section of the composite column is analysed in pre-processing routines. The obtained stiffness properties are applied to simple beam elements and hence are included in ABAQUS routines. For this contribution the developed model is tested at ambient temperatures. Load bearing capacities of several composite columns are calculated and compared to the results of the design Eurocode model. In the next step of upcoming investigations the elevated temperature will be included in the model.
AB - Global structural analysis becomes more and more a standard design procedure as an answer to the demand for performance based fire design. Furthermore, composite columns are an economical solution for high performance and slender vertical load bearing elements with particular advantages in the fire situation. This paper presents the development of a numerical model to incorporate composite columns in the analysis of global structures. The cross section of the composite column is analysed in pre-processing routines. The obtained stiffness properties are applied to simple beam elements and hence are included in ABAQUS routines. For this contribution the developed model is tested at ambient temperatures. Load bearing capacities of several composite columns are calculated and compared to the results of the design Eurocode model. In the next step of upcoming investigations the elevated temperature will be included in the model.
UR - http://www.scopus.com/inward/record.url?scp=55549136079&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:55549136079
SN - 0415451418
SN - 9780415451413
SP - 605
EP - 610
BT - Proceedings of the 3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures
T2 - 3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures
Y2 - 30 July 2007 through 1 August 2007
ER -