The collapse of steel plates subjected to thermal loads representative of fire conditions is analysed taking into account the temperature dependence of the steel properties. A brief description of the temperature dependence of steel properties is provided as well as the approach taken to account for
Strength of plates subjected to localised heat loads
β Scribed by C. Guedes Soares; A.P. Teixeira
- Publisher
- Elsevier Science
- Year
- 2000
- Tongue
- English
- Weight
- 748 KB
- Volume
- 53
- Category
- Article
- ISSN
- 0143-974X
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β¦ Synopsis
This paper presents results from a parametric study to quantify the effect of localised heat loads on the collapse of steel plates. This study was carried out using a general-purpose nonlinear finite element code, which takes the thermal loads into account. The load-shortening behaviour of square plates under the combined effects of localised thermal loads and biaxial in-plane compression was obtained for different breadth to thickness ratios. In particular, the effects of the size of the heated area and its temperature differential are quantified. It was observed that the plate strength decreases rapidly when the heated area increases beyond 50% of the total area of the plate. Finally, design curves are proposed to predict the collapse strength of the plates subjected to localised heat loads.
π SIMILAR VOLUMES
A series of experimental results on clamped mild steel quadrangular plates of different thicknesses (1.6, 2.0, 3.0 and 4.0 mm) and varying length-to-width ratios (1.0-2.4) subjected to localised blast loads of varying sizes is reported. Disc shaped explosive charges of varying charge diameter-to-pla