A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
AbstractThis paper aims to investigate the stability and ductility characteristics of concrete filled columns using high performance steels (HPS). HPS includes both high strength steel and stainless steel which exhibit improved strength, as well as corrosion resistance, hardness etc. When such steel sections are filled with concrete the stability characteristics for both short and slender columns’ behaviour need to be modified to take account of the potential advantages for both local and overall bucklings. In addition, the concrete infill will also play a role in improving the post-peak behaviour of both short and slender columns and this needs to be considered. This paper will provide both an experimental and a theoretical treatment of these issues and will provide comparisons with existing design procedures, to illustrate the significant advantages which the juxtaposition of concrete provides to high performance steel sections.
AbstractThis paper aims to investigate the stability and ductility characteristics of concrete filled columns using high performance steels (HPS). HPS includes both high strength steel and stainless steel which exhibit improved strength, as well as corrosion resistance, hardness etc. When such steel sections are filled with concrete the stability characteristics for both short and slender columns’ behaviour need to be modified to take account of the potential advantages for both local and overall bucklings. In addition, the concrete infill will also play a role in improving the post-peak behaviour of both short and slender columns and this needs to be considered. This paper will provide both an experimental and a theoretical treatment of these issues and will provide comparisons with existing design procedures, to illustrate the significant advantages which the juxtaposition of concrete provides to high performance steel sections.
Stability and ductility of high performance steel sections with concrete infill
Uy, B. (author)
Journal of Constructional Steel Research ; 64 ; 748-754
2008-01-18
7 pages
Article (Journal)
Electronic Resource
English
Stability and ductility of high performance steel sections with concrete infill
| British Library Conference Proceedings | 2008
Thin Walled Steel Hollow Sections with Concrete Infill
| British Library Conference Proceedings | 1999
Use of lightweight concrete as infill of reinforced concrete sections
| British Library Conference Proceedings | 2010
Effect of infill wall on the ductility and behavior of high strength reinforced concrete frames
| Taylor & Francis Verlag | 2014
Effect of infill wall on the ductility and behavior of high strength reinforced concrete frames
| DOAJ | 2014