HOW MUCH CONTRIBUTION DOES THE SHEAR DEFORMATION HAVE IN A BEAM THEORY?
Author:
Affiliation:
1. JSCE
2. Departnent of Civil Engineering, Tohoku University
3. Departnent of Civil Engtineening.
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1984/344/1984_344_141/_pdf
Reference14 articles.
1. 1) Timoshenko, S. P.: On the correction for shear of the differential equation for transverse vibrations of prismatic bars, Phil. Mag., Vol. 41, pp. 744-746, 1921.
2. 2) Iwakuma, T., Ai, M. and Nishino, F.: On derivation of Timoshenko beam stiffness equation, Proc. JSCE, No. 312, pp. 119-128, 1981.
3. 3) Reissner, E.: On one-dimensional finite-strain beam theory: the plane problem, ZAMP, Vol. 23, pp. 795-804, 1972.
4. 4) Reissner, E.: Some remarks on the problem of column buckling, Ingenieur-Archiv, Vol. 52, pp. 115-119, 1982.
5. 5) Ziegler, H.: Arguments for and against Engesser's buckling formulas, Ingenieur-Archiv, Vol. 52, pp. 105-113, 1982.
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1. Accuracy of Finite Element Solutions for Flexible Beams Using Corotational Formulation;Contemporary Research in Engineering Science;1995
2. GEOMETRICALLY NONLINEAR THEORY OF TIMOSHENKO'S BEAM WITH FINITE ROTATIONS IN SPACE;Doboku Gakkai Ronbunshu;1987-04-20
3. PRINCIPLE AND NUMERICAL CHECK OF A STIFFNESS EQUATION FOR PLANE FRAMES;Doboku Gakkai Ronbunshu;1987-04-20
4. AN ELASTIC FINITE DISPLACEMENT ANALYSIS OF PLANE BEAMS WITH AND WITHOUT SHEAR DEFORMATION;Doboku Gakkai Ronbunshu;1986-04-20
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