Abstract
The shear resistance of thin metal plate consists of three components: shear buckling, the tension field effect and contribution of the flanges. This paper considers the first two. The shear resistance of steel plate at elevated temperatures is known when temperature across the plate is constant. However, in many practical applications the temperature distribution across the plate is non-uniform. This paper presents the results of a FEM analysis of thin carbon- and stainless steel plates at ambient as well as uniform and non-uniform elevated temperatures. A method for predicting the shear buckling- and post-buckling resistances of thin steel plate at non-uniform elevated temperatures is also proposed.
| Original language | English |
|---|---|
| Title of host publication | 10th International Conference on Steel Space and Composite Structures |
| Publisher | CI-Premier Pte Ltd |
| Pages | 267-276 |
| Number of pages | 10 |
| ISBN (Print) | 9789810888152 |
| Publication status | Published - 2011 |
| Publication type | A4 Article in conference proceedings |
| Event | 10th International Conference on Steel Space and Composite Structures, SS 2011 - Gazimagusa, Cyprus Duration: 18 May 2011 → 20 May 2011 |
Conference
| Conference | 10th International Conference on Steel Space and Composite Structures, SS 2011 |
|---|---|
| Country/Territory | Cyprus |
| City | Gazimagusa |
| Period | 18/05/11 → 20/05/11 |
Keywords
- Elevated temperatures
- Numerical analysis
- Shear resistance
- Steel plate
ASJC Scopus subject areas
- Civil and Structural Engineering
- Ceramics and Composites
- Metals and Alloys