Abstract
The linear and non-linear dynamic behavior of plates at elevated temperatures are examined. Analytical solutions for the buckling and post-buckling behavior are obtained. A general formula is then presented which links the fundamental frequency of vibration to the critical buckling temperature and the corresponding frequency of the unheated plate. The behavior of certain visco-elastic plates is also considered and a criterion for thermal buckling is presented. The analysis may be interpreted as an extension of Williams analysis of long narrow plates, for plates of finite aspect ratio.
| Original language | English |
|---|---|
| Pages (from-to) | 61-70 |
| Number of pages | 10 |
| Journal | International Journal of Solids and Structures |
| Volume | 16 |
| Issue number | 1 |
| DOIs | |
| Publication status | Published - 1980 |
| Externally published | Yes |
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