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.
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页码:3979 / 3994
页数:16
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