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Elastic sandwich beam or plate equations equivalent to classical theory

Publication ,  Journal Article
Yan, MJ; Dowell, EH
Published in: Trans. ASME, E, J. Appl. Mech. (USA)
1974

Classical beam (or plate) equation for homogeneous members is rather satisfactory in vibration analysis involving flexural vibrations and in normal and shear stress analysis. The authors arrive at such a single equation for the elastic sandwich plates and beams

Duke Scholars

Published In

Trans. ASME, E, J. Appl. Mech. (USA)

Publication Date

1974

Volume

41

Issue

2

Start / End Page

526 / 527
 

Citation

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Yan, M. J., & Dowell, E. H. (1974). Elastic sandwich beam or plate equations equivalent to classical theory. Trans. ASME, E, J. Appl. Mech. (USA), 41(2), 526–527.
Yan, M. J., and E. H. Dowell. “Elastic sandwich beam or plate equations equivalent to classical theory.” Trans. ASME, E, J. Appl. Mech. (USA) 41, no. 2 (1974): 526–27.
Yan MJ, Dowell EH. Elastic sandwich beam or plate equations equivalent to classical theory. Trans ASME, E, J Appl Mech (USA). 1974;41(2):526–7.
Yan, M. J., and E. H. Dowell. “Elastic sandwich beam or plate equations equivalent to classical theory.” Trans. ASME, E, J. Appl. Mech. (USA), vol. 41, no. 2, 1974, pp. 526–27.
Yan MJ, Dowell EH. Elastic sandwich beam or plate equations equivalent to classical theory. Trans ASME, E, J Appl Mech (USA). 1974;41(2):526–527.

Published In

Trans. ASME, E, J. Appl. Mech. (USA)

Publication Date

1974

Volume

41

Issue

2

Start / End Page

526 / 527