Rectangular plates resting on tensionless elastic foundation: Some new results

Journal of Engineering Mechanics

Volumn 122, Issue 4, 1996, Pages 385-387

  Mishra, Ramesh C ^a   Chakrabarti, Sekhar K ^b  

^a Engrg Coll   (India)

^b INDIAN INSTITUTE OF TECHNOLOGY KANPUR   (India)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0242435150     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(1996)122:4(385)     Document Type: Article

References (11)

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3. Cook, R. D. (1974). Concepts and application of finite element analysis. John Wiley & Sons, Inc., New York, N.Y.
4. Hrabok, M. M., and Hrudey, T. M. (1984). "A review and catalogue of plate bending finite elements." Comp. and Struct., Vol. 19.
5. Kamiya, N. (1977). "A free boundary value problem in plate theory." J. Appl. Mech. Trans., ASME, 50(2).
6. Khaiat, H. A. et al. (1986) "Analysis of plates by the initial-value method." Comp. and Struct., 24(3).
7. Szilard, R. Theory and analysis of plates.
8. Timoshenko, S. P., and Krieger, W. (1970). Theory of plates and shells, 2nd Ed., McGraw-Hill Book, Co., Inc., New York, N.Y.
9. Villaggio, P. (1983). "A free boundary value problem in plate theory." J. Appl. Mech. Trans., ASME, 50(2).
10. Weistman, Y. (1970). "On foundations that react in compression only." J. Appl. Mech. Trans., ASME, 37(4).
11. Yuan, F. G. et al. (1992). "Improved rectangular elements for shear deformable plates. J. Engrg. Mech., ASCE, 118(2).