A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The effect of the concrete filling on the maximum steel temperature was studied for various square profiles influenced by a number of given fire curves. These curves show that the concrete filling considerably diminishes the maximum steel temperatures. The decreasing effect of the concrete filling on the maximum steel temperature increases with increasing aperture factor. At an aperture factor, the difference between an unfilled and filled column is as much as 200 C under certain fire loads. It was also noted that the greater the moisture content, the greater the reduction in steel temperature. (Author)
The effect of the concrete filling on the maximum steel temperature was studied for various square profiles influenced by a number of given fire curves. These curves show that the concrete filling considerably diminishes the maximum steel temperatures. The decreasing effect of the concrete filling on the maximum steel temperature increases with increasing aperture factor. At an aperture factor, the difference between an unfilled and filled column is as much as 200 C under certain fire loads. It was also noted that the greater the moisture content, the greater the reduction in steel temperature. (Author)
Fire Resistance of Concrete-Filled Steel Columns
A. Aulik (author)
1975
18 pages
Report
No indication
English
Fire Resistance of Concrete Filled Steel Tubular Columns
| SAGE Publications | 1998
Fire Resistance of Concrete-Filled, Fire-Resistant Steel-Tube Columns
| Online Contents | 1994
Fire Resistance of Concrete-Filled, Fire-Resistant Steel-Tube Columns
| British Library Online Contents | 1994
Fire Resistance of Bar-Reinforced Concrete Filled Steel Columns
| British Library Conference Proceedings | 2009
Fire Resistance of Bar-Reinforced Concrete Filled Steel Columns
| Trans Tech Publications | 2008