TECHNICAL NOTE
Dec 1, 1993

False Paradox of Torsional Buckling

Publication: Journal of Structural Engineering
Volume 119, Issue 12
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References

1.
Cywinski, Z. (1964a). “Theory of torsion of thin‐walled bars with variable rigidity.” Archiwum Inzynierii Ladowej, Warsaw, Poland, 10, 161–183 (in Polish).
2.
Cywinski, Z. (1964b). “Torsion des dunnwandigen stabes mit veranderlichem, Einfach symmetrischem, Offenem querschnitt.” Der Stahlbau, Berlin, Germany, 33, 301–307 (in German).
3.
Cywinski, Z. (1967). “Zum torsionasproblem des dunnwandigen geraden stabes mit veranderlichem querschnitt.” Der Stahlbau, Berlin, Germany, 36, 317–318 (in German).
4.
Cywinski, Z. (1969). “Statics and dynamics in torsion of I‐beams with variable, bisymmetric cross‐sections.” Razprawy Inzynierskie, Warsaw, Poland, 17, 185–217 (in Polish).
5.
Cywinski, Z. (1970). “Equation of torsional stability of a thin‐walled bar with variable bisymmetric cross‐section.” Zeszyty Naubowe Politechniki Gdanskiej, Gdansk, Poland, 162, 19–41 (in Polish).
6.
Cywinski, Z. (1986). “On certain paradox of torsional buckling: state of the art.” Proc., 2nd Regional Colloqium on Stability of Steel Struct., Budapest, Hungary, I/51–I/58.
7.
Cywinski, Z., and Kolbrunner, C. F. (1971). “Drillknicken dunnwandigen I‐stabe mit veranderlichem, doppelt symmetrischen querschmitten.” Inst. for Engrg. Res., Zurich, Switzerland, 18, 1–35 (in German).
8.
Cywinski, Z., and Kolbrunner, C. F. (1982). “Neues zu einem paradoxon des drillknicken.” Inst. for Engrg. Res., Zurich, Switzerland, 50, 1–32 (in German).
9.
Handbook of structural stability. (1971). Corona Publishing, Tokyo, Japan.
10.
Kanok‐Nukulchai, W., and Sivakumar, M. (1988). “Degenerate elements for combined flexural and torsional analysis of thin‐walled structures.” J. Struct. Engrg., ASCE, 114(3), 657–674.
11.
Lind, N. C. (1973). “Confirmation of paradox by Rayleigh and Vianello methods.” Appl. Mech. Reviews, 26, 574.
12.
Nanakorn, P. (1991). “An efficient degenerated element for large‐displacement analysis of thin‐walled structures,” M. Engrg. thesis, Asian Institute of Technology, Bangkok, Thailand.
13.
Susompow, T. (1990). “Secondary effects of in‐plane shear stress on torsional buckling of nonprismatic thin‐walled members,” M. Engrg. thesis, Asian Institute of Technology, Bangkok, Thailand.
14.
Szymczak, C. (1978a). “Torsional buckling of thin‐walled bars with bisymmetric open cross‐section.” Rozprawy Inzynierskie; Engrg. Trans., Warsaw, Poland, 26, 323–330 (in Polish).
15.
Szymczak, C. (1978b). “Torsional vibration of thin‐walled bars with bisymmetric open cross‐section.” Rozprawy Inzynierskie; Engrg. Trans., Warsaw, Poland, 26, 267–274 (in Polish).
16.
Szymczak, C. (1980a). “Buckling and initial post‐buckling behavior of thin‐walled I columns.” Computers & Struct., 11, 481–487.
17.
Szymczak, C. (1980b). “Optimization of thin‐walled I bars with bisymmetric cross‐section subject to eigenvalue constraints.” Zeszyty Naubowe Politechniki Gdanskiej, Gdansk, Poland, 322, 1–86 (in Polish).
18.
Szymczak, C. (1983). “On torsional buckling of thin‐walled I columns with variable cross‐section.” Int. J. of Solids and Struct., 19, 509–518.
19.
Timoshenko, S., and Gere, J. M. (1986). Theory of elastic stability. McGraw‐Hill Book Co., Inc., New York, N.Y.
20.
Vlazov, V. Z. (1961). Thin‐walled elastic beams. Israel Program for Scientific Translations, Jerusalem.
21.
Wekezer, J. M. (1976). “Dynamics of thin‐walled bars with variable opened cross‐section.” Rozprawy Inzynierskie; Engrg. Trans., Warsaw, Poland, 24, 201–208 (in Polish).
22.
Yang, Y. B., and Yau, J. D. (1987). “Stability of beams with tapered I‐sections.” J. Engrg. Mech., ASCE, 113(9), 1337–1357.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 119Issue 12December 1993
Pages: 3670 - 3679

History

Received: Jul 6, 1992
Published online: Dec 1, 1993
Published in print: Dec 1993

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Authors

Affiliations

W. Kanok‐Nukulchai, Associate Member, ASCE
Prof., Div. of Struct. Engrg. and Constr., Asian Inst. of Technol., G.P.O. Box 2754, Bangkok, Thailand
T. Susumpow
Doctoral Student, Dept. of Civ. Engrg., Univ. of Tokyo, Bunkyo‐ku, Tokyo 113, Japan

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