Timoshenko curved beam bending solutions in terms of Euler-Bernoulli solutions

Archive of Applied Mechanics

Volumn 67, Issue 3, 1997, Pages 179-190

  Lim, C W ^a   Wang, C M ^b   Kitipornchai, S ^a  

^a UNIVERSITY OF QUEENSLAND   (Australia)

^b NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

Author keywords

Curved beams; Shear Bending

Indexed keywords

CURVED BEAMS; EULER-BERNOULLI THEORY; SHEAR BENDING; TIMOSHENKO THEORY;

BEAMS AND GIRDERS; BOUNDARY CONDITIONS; DEFLECTION (STRUCTURES); LOADS (FORCES); NUMERICAL METHODS; SHEAR DEFORMATION; SHEAR STRESS; STRAIN; STRUCTURAL DESIGN;

BENDING (DEFORMATION);

EID: 0031074549     PISSN: 09391533     EISSN: None     Source Type: Journal    
DOI: 10.1007/s004190050110     Document Type: Article

References (6)

1. Timoshenko, S. P.: Strength of materials. Part I: Elementary theory and problems (3rd ed.). Princeton. N. J.: Van Nostrand 1955
2. Wang, C. M.: Timoshenko beam-bending solutions in terms of Euler-Bernoulli solutions. J. Eng. Mech. 6 (1995) 763-765
3. Wang, C. M.; Alwis, W. A. M.: Simply supported Mindlin plate deflections using Kirchhoff plates. J. Eng. Mech. 12 (1995) 1383-1385
4. Wang, C. M.; Hong, G. M.: Exact relationships between Mindlin and Kirchhoff solutions for circular plates under axisymmetric loading. J. Inst. Eng. (Singapore) 8 (1994) 47-52
5. Qatu, M. S.: Theories and analysis in thin and moderately thick laminated composite curved beams. Int. J. Solids Struct. 20 (1993) 2743-2756
6. Leissa, A. W.: Vibration of shells. NASA SP-288, Washington, D.C.: U.S. Government Printing Office 1973