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
APA
Chicago
ICMJE
MLA
NLM
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