GEOMETRICALLY NONLINEAR THEORY OF TIMOSHENKO'S BEAM WITH FINITE ROTATIONS IN SPACE
Author:
Affiliation:
1. THE JAPAN SOCIETY OF CIVIL ENGINEERS
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1987/380/1987_380_411/_pdf
Reference13 articles.
1. 1) Reissner, E.: On one-dimensional finite-strain beam theory: the plane problem, J. Appl. Math. Phys., Vol. 23, pp. 795-804, 1972.
2. 2) Sinclair, G. B.: The non-linear bending of a cantilever beam with shear and longitudinal deformations, Int. J. Non-Linear Mechanics, Vol. 14, pp. 111-122, 1979.
3. 3) Sheinman, I.: Large deflection of curved beam with shear deformation, Proc. ASCE, Vol. 108, No. EM4, pp. 636-647, 1982.
4. 4) Iwakuma, T. and Kuranishi, S.: How much contribution does the shear deformation have in a beam theory?, Proc. of JSCE, Structural Eng./Earthquake Eng., Vol. 1, No. 1, pp. 103-113, 1984.
5. 5) Chaisomphob, T., Nishino, F., Hasegawa, A. and Abdel-Shafy, A. G. A.: An elastic finite displacement analysis of plane beams with and without shear deformation, Proc. of JSCE, Structural Eng./Earthquake Eng., Vol. 3, No. 1, pp. 157-165, 1986.
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1. Accuracy of Finite Element Solutions for Flexible Beams Using Corotational Formulation;Contemporary Research in Engineering Science;1995
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