Fundamental solutions for thick foundation plates

Mechanics Research Communications

Volumn 24, Issue 3, 1997, Pages 331-340

  Rashed, Youssef F ^a   Aliabadi, M H ^a   Brebbia, C A ^a  

^a WESSEX INSTITUTE OF TECHNOLOGY   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY ELEMENT METHOD; FOUNDATIONS; MATHEMATICAL MODELS; MATHEMATICAL OPERATORS; SHEAR DEFORMATION; STRESSES;

BENDING MODEL; FOUNDATION PLATES; HELMHOLTEZ OPERATOR; PASTERNAK MODEL; REISSNER PLATE;

PLATES (STRUCTURAL COMPONENTS);

EID: 0031140137     PISSN: 00936413     EISSN: None     Source Type: Journal    
DOI: 10.1016/s0093-6413(97)00031-1     Document Type: Article

References (7)

1. Balaš, J., Sládek, V. and Sládek, J., The boundary integral equation method for plates resting on a two-parameter foundation, ZAMM,64,137-146 (1984)
2. Reissner, E., On bending of elastic plates, Quart. Appl. Math.,5,55-68. (1947).
3. Wang, J., Wang, X. and Huang, M., A boundary integral equation formulation for the Reissner's plates resting on two-parameter foundation, Acta Mech.,5.1.85-98 (1992)
4. Kerr, A.D., Elastic and viscoelastic foundation models, J. Appl. Mech.,31,491-498. (1964)
5. Hörmander, L., Linear partial differential Operators, Springer Verlag, Berlin, (1963)
6. Ortner, N., Methods of construction of fundamental solutions of decomposable linear differential operators. BEM XI, Vol.1, ED. C.A. Brebbia, W.L. Wendland and G. Kuhn, CMP(1987)
7. Abramowitz, M. and Stegun, I.A., Handbook of mathematical functions, Dover. New York, (1965).