Buckling of simply supported rectangular Reissner-Mindlin plates subjected to linearly varying in-plane loading

Journal of Engineering Mechanics

Volumn 132, Issue 5, 2006, Pages 578-581

  Zhong, Hongzhi ^a   Gu, Chao ^a  

^a TSINGHUA UNIVERSITY   (China)

Author keywords

Analytical techniques; Buckling; Loads; Plates

Indexed keywords

BOUNDARY CONDITIONS; COMPUTER AIDED ANALYSIS; DIFFERENTIAL EQUATIONS; PLATES (STRUCTURAL COMPONENTS); SHEAR DEFORMATION; STRESS CONCENTRATION; STRUCTURAL LOADS;

COMPUTER CODE; CRITICAL LOAD; LOAD INTENSITY VARIATION; REISSNER-MINDLIN PLATES;

BUCKLING;

BOUNDARY CONDITIONS; BUCKLING; COMPUTER AIDED ANALYSIS; DIFFERENTIAL EQUATIONS; PLATES (STRUCTURAL COMPONENTS); SHEAR DEFORMATION; STRESS CONCENTRATION; STRUCTURAL LOADS;

BUCKLING; LOADING;

EID: 33645829859     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2006)132:5(578)     Document Type: Article

References (16)

1. Benoy, M. B. (1969). "An energy solution for the buckling of rectangular plates under non-uniform in-plane loading." Aeronaut. J.AENJAK0001-9240, 73, 974-977.
2. Bert, C. W., and Devarakonda, K. K. (2003). "Buckling of rectangular plates subjected to nonlinearly distributed in-plane loading." Int. J. Solids Struct.IJSOAD0020-7683, 40, 4097-4106.
3. Japan Column Research Council. (1971). Handbook of structural stability, Corona, Tokyo.
4. Kang, J. H., and Leissa, A. W. (2001). "Vibration and buckling of SS-F-SS-F rectangular plates loaded by in-plane moments." Int. J. Struct. Stab. Dyn. ZZZZZZ0219-4554 1, 527-543.
5. Khan, M. Z., and Walker, A. C. (1972). "Buckling of plates subjected to localized edge loading." Struct. Eng. SRUEAN0039-2553, 50, 225-232.
6. Khdeir, A. A. (1988). "Free vibration and buckling of symmetric cross-ply laminated plates by an exact method." J. Sound Vib. JSVIAG0022-460X10.1016/0022-460X(88)90223-4, 126, 447-461.
7. Khdeir, A. A., and Librescu, L. (1988). "Analysis of symmetric cross-ply elastic plates using a higher order theory. II: Buckling and free vibration." Compos. Struct. COMSE20263-822310.1016/ 0263-8223(88)90048-7, 9(4), 259-277.
8. Leissa A. W., and Kang J. H. (2001). "Exact solutions for the free vibration and buckling of rectangular plates with linearly varying in-plane loading." Proc., 2001 ASME Int. Mechanical Engineering Congress and Exhibition, New York, Paper IMECE2001/AD-23758.
9. Leissa, A. W., and Kang, J. H. (2002). "Exact solutions for vibration and buckling of an SS-C-SS-C rectangular plate loaded by linearly varying in-plane stresses." Int. J. Mech. Sci. IMSCAW0020-7403, 44, 1925-1945.
10. Mindlin, R. D. (1951). "Influence of rotatory inertia and shear on flexural motion of isotropic elastic plates." J. Appl. Mech. JAMCAV0021-8936, 73, 31-38.
11. Press, W. H., (1986). Numerical recipes - The art of scientific computing, Cambridge University Press, Cambridge, Mass.
12. Reissner, E. (1945). "The effects of transverse shear deformation on the bending of plates." J. Appl. Mech. JAMCAV0021-8936, 67, 69-77.
13. Spencer, H. H., and Surjanhata, H. (1985). "Plate buckling under partial edge loading." Dev. Mech. DEMEAX0419-0262, 13, 83-84.
14. Timoshenko, S. P., and Gere, J. M. (1961). Theory of elastic stability, 2nd Ed., McGraw-Hill, New York.
15. Young, W. C., and Budynas, R. G. (2002). Roark's formulas for stress and strain, 7th Ed., McGraw-Hill, New York.
16. Ziegler, H. (1983). "The influence of in-plane deformation on the buckling loads of isotropic plates." Ing.-Arch. INARAS0020-1154, 53, 61-72.