A three-dimensional solution for rectangular plate bending free of transversal normal stresses

Communications in Numerical Methods in Engineering

Volumn 15, Issue 4, 1999, Pages 295-302

  Werner, Heinrich ^a  

^a UNIVERSITY OF ZAGREB   (Croatia)

Author keywords

External volume forces; Linear elasticity; Navier type solution; Small deflections; Three dimensional solution

Indexed keywords

APPROXIMATION THEORY; BENDING (DEFORMATION); DEFLECTION (STRUCTURES); ELASTICITY; STRESS ANALYSIS; STRUCTURAL ANALYSIS;

EXTERNAL VOLUME FORCES; LINEAR ELASTICITY;

PLATES (STRUCTURAL COMPONENTS);

EID: 0032682436     PISSN: 10698299     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1099-0887(199904)15:4<295::AID-CNM245>3.0.CO;2-S     Document Type: Article

References (6)

1. S. Woinowsky-Krieger, 'Der Spannungszustand in dicken elastischen Platten', Ing.-Arch., 3, 203-226 (1933).
2. S. Srinivas, A. K. Rao and C. V. J. Rao, 'Flexure of simply supported thick homogeneous and laminated rectangular plates', ZAMM, 49(8), 449-458 (1969).
3. S. Srinivas and A. K. Rao, 'Bending, vibration and buckling of simply supported thick orthotropic rectangular plates and laminates', Int. J. Solids Struct., 6, 1463-1481 (1970).
4. H. Werner, 'Influence of shear deformations on the stress field in bending of thin and moderately thick plates'. PhD Thesis, Zagreb, 1985 (in Croatian).
5. N. J. Pagano, 'Exact solutions for rectangular bi-directional composites and sandwich plates', J. Compos. Mater., 4(1), 20-34 (1970).
6. S. Timoshenko and S. Woinowsky-Krieger, Theory of Plates and Shells, McGraw-Hill, 1959.