1964
DOI: 10.1299/kikai1938.30.558
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Influences of Temperature Changes and Large Amplitudes on Free Flexural Vibrations of Rectangular Elastic Plates

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Cited by 11 publications
(3 citation statements)
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“…The reference temperature T ref ¼ 0 C is assumed in the paper, and the temperature is constant through the thickness of thin plates. Considering the influence of temperature gradient, a steady state thermal loading with non-uniform temperature distribution for a rectangle flat plate is given (Ko, 2003;Sunakawa, 1966;Xue and Mei, 1993)…”
Section: Thermo-acoustic Loadingsmentioning
confidence: 99%
See 1 more Smart Citation
“…The reference temperature T ref ¼ 0 C is assumed in the paper, and the temperature is constant through the thickness of thin plates. Considering the influence of temperature gradient, a steady state thermal loading with non-uniform temperature distribution for a rectangle flat plate is given (Ko, 2003;Sunakawa, 1966;Xue and Mei, 1993)…”
Section: Thermo-acoustic Loadingsmentioning
confidence: 99%
“…Thornton et al (1993) describes a finite element study of thermally bulcked plates induced by spatial temperature gradients, these spatial temperature gradients together with panel imperfections induce outof-plane buckling due to compressive membrane stress. Megumi Sunakawa investigated influences of temperature change on free flexural vibration of rectangular elastic plates, and shown that fundamental modal frequency of plates varys with temperature change (Sunakawa, 1966). Gray and Mei (1991) presnted a finite element formulation for the thermal post-buckling and free vibration of thin, rectangular plates subjected to large temperature variations over the plate.…”
Section: Introductionmentioning
confidence: 99%
“…Buckens [2] examined small deflections of rectangular plates under thermal loads and analyzed their buckling. Sunakawa [21] studied the influence of temperature changes on the largeamplitude free vibrations of rectangular plates using successive approximations. He showed that these effects are not negligible.…”
Section: Introductionmentioning
confidence: 99%