Timoshenko curved beam bending solutions in terms of Euler-Bernoulli solutions-Reference-Cited by-同舟云学术

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

Published:1997-02 Issue:3 Volume:67 Page:179-190
ISSN:0939-1533
Container-title:Archive of Applied Mechanics (Ingenieur Archiv)
language:en
Short-container-title:Arch. Appl. Mech.

Author:

Lim C. W.,Wang C. M.,Kitipornchai S.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering

Link

http://link.springer.com/content/pdf/10.1007/s004190050110.pdf

Reference6 articles.

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

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