A TANGENT THEORY OF THIN-WALLED BEAMS AFTER ANY LARGE DISPLACEMENTS
Author:
Affiliation:
1. JSCE
2. Dept. of Civil Engng., Hosei Univ.
3. Dept. of Civil Engng., Univ. of Tokyo
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1988/392/1988_392_151/_pdf
Reference12 articles.
1. 1) Ai, M. and Nishino, F.: A Theoretical Formulation of Thin-Walled Beam Elements within Small Strains under Finite Displacements (in Japanese), Proc. of JSCE, No. 318, pp. 7-20, Feb., 1982; also, by the same authors: A Geometrically Nonlinear Theory of Thin-Walled Beams (in English), Jour. of facu. of Engng., Univ. of Tokyo (B), Vol. 36, No. 4, 1982.
2. 2) Hirashima, M., Iura, M. and Yoda, T.: Finite Displacement Theory of Naturally Curved and Twisted Thin-Walled Members (in Japanese), Proc. of JSCE, No. 292, pp. 13-27, Dec., 1979.
3. 3) Kurakata, Y.: A Finite Displacement Theory of Naturally Curved Thin-Walled Beams with Open Cross-Section (in Japanese), thesis presented to Univ. of Tokyo, Mar., 1976, in partial fulfillment of the requirements for the degree of Doctor of Engng.
4. 4) Namita, Y.: Die Theorie II. Ordnung von Krummen Stäben und ihre Anwendung auf das Kipp-Problem des Bogentragers, Trans. of JSCE, No. 155, pp. 32-41, Jul., 1968.
5. 5) Nishino, F., Kasemset, C. and Lee, S. L.: Variational Formulation of Stability Problems for Thin-Walled Members, Ingenieur-Archiv, Band 43, Heft 1, pp. 58-68, 1972.
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