TECHNICAL PAPERS
Dec 1, 1996

New Warping Function for Thin-Walled Beams. I: Theory

Publication: Journal of Structural Engineering
Volume 122, Issue 12

Abstract

Proposing a new warping function, the basic equations for thin-walled beams with arbitrary open or closed cross sections are developed. Compared to the classical theory of thin-walled structures, the present approach is more general. The only restriction is that the cross section of the member should remain undeformed in its plane during deformation. The principle of virtual displacements has been used to give the conditions of equilibrium. The finite element method and numerical results are presented in a companion paper.

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References

1.
Kollbrunner, C. F., and Hajdin, N. (1972). Dunnwandige stabe. band I . Springer, Berlin (in German).
2.
Prokić, A. (1990). “Thin-walled beams with open and closed cross section,” PhD thesis, Univ. of Belgrade, Yugoslavia (in Serbian).
3.
Prokić, A.(1993). “Thin-walled beams with open and closed cross section.”Comput. Struct., 47(6), 1065–1070.
4.
Prokić, A.(1994). “Material nonlinear analysis of thin-walled beams.”J. Struct. Engrg., ASCE, 120(10), 2840–2852.
5.
Prokić, A.(1996). “New warping function for thin-walled beams. II: finite element method and applications.”J. Struct. Engrg., ASCE, 122(12), 1443–1452.
6.
Umanskij, A. A. (1939). “Kručenije i izgib tankostennih aviokon-strukcij.” Moskva, Russia (in Russian).
7.
Vlasov, V. Z. (1940). “Tankostennie uprugie steržni.” Strizdat, Moskva, Russia (in Russian).

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 122Issue 12December 1996
Pages: 1437 - 1442

History

Published online: Dec 1, 1996
Published in print: Dec 1996

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Authors

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A. Prokić
Asst. Prof. of Civ. Engrg., Univ. of Subotica, Kozaračka 2a, Yugoslavia.

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