Thermal buckling of rectangular plates

被引:54
|
作者
Murphy, KD [1 ]
Ferreira, D [1 ]
机构
[1] Univ Connecticut, Dept Engn Mech, Storrs, CT 06269 USA
关键词
thermal buckling; experiments;
D O I
10.1016/S0020-7683(00)00240-7
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This paper presents the results of a thermal buckling analysis for clamped, rectangular plates based on energy considerations. The analysis reveals that both of the edge length to thickness ratios (a/h, b/h) are independent parameters, i.e. fixing the aspect ratio (a/b) is not sufficient to ensure a unique problem. The results also show that predictable modal groupings and curve veering occur in the eigenvalue loci as the aspect ratio is varied. Accompanying this analysis are a series of experiments to determine the buckling temperature for plates with varying edge length. However? measurements of the critical temperature for flat plates, T-cr(F) are complicated by the fact that initial geometric imperfections are inherent in any real structure. In this case, the pitchfork bifurcation associated with buckling is replaced by a saddle-node bifurcation at T-cr(lm), which is easily measured. An analysis is performed using von Karman plate theory to determine the ratio of T-cr(F)/T-cr(lm) as a function of the initial imperfection size (A) over tilde. Knowing this functional relationship and the measured values of (A) over tilde and T-cr(lm), the flat plate buckling temperature may be determined. Comparisons between the buckling analysis and the experimental results show good agreement. (C) 2001 Elsevier Science Ltd. AH rights reserved.
引用
收藏
页码:3979 / 3994
页数:16
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