TECHNICAL PAPERS
Jul 1, 1987

Flexural‐Torsional Buckling Tests on Arches

Publication: Journal of Structural Engineering
Volume 113, Issue 7

Abstract

Flexural‐torsional buckling tests on circular aluminium arches of doubly symmetric I‐sections are described. The arches are fabricated by bending straight specimens to the required radius of curvature in a rolling machine. Calculations of the resulting residual stresses indicate that these have little effect on lateral buckling. Simply supported arches subjected to central concentrated point loads are tested in the normal and inverted attitudes. The test results are compared with previous theoretical solutions.

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References

1.
Fukasawa, Y. (1963). “The buckling of circular arches by lateral flexure and torsion under axial thrust.” Trans., Japan Society of Civil Engineers, 96, 29–47 (in Japanese).
2.
Godden, W. G. (1954). “The lateral buckling of tied arches.” Proc., Institution of Civil Engineers, 3, III(2), 496–514.
3.
Kee, C. F. (1961). “Lateral inelastic buckling of tied arches.” J. Struct. Div., ASCE, 87(1), 23–39.
4.
Massey, P. C. (1964). “Southwell plot applied to lateral instability of beams.” The Engr., 281(5666), 320.
5.
Ojalvo, M., Demuts, E., and Tokarz, F. J. (1969). “Out‐of‐plane buckling of curved members.” J. Struct. Div., ASCE, 95(10), 2305–2316.
6.
Ostlund, L. (1954). “Lateral stability of bridge arches braced with transverse bars.” Trans., Royal Institute of Technology, Stockholm, Sweden, 84, 1–124.
7.
Papangelis, J. P., and Trahair, N. S. (1986a). “Flexural‐torsional buckling of arches.” J. Struct. Engr., ASCE, 113(4), 889–906.
8.
Papangelis, J. P., and Trahair, N. S. (1986b). “In‐plane finite element analysis of arches.” Proc., Pacific Structural Steel Conference, Auckland, New Zealand, 4, 333–349.
9.
Papangelis, J. P., and Trahair, N. S. (1986c). “Finite element analysis of arch lateral buckling.” Proc., Pacific Structural Steel Conference, Auckland, Newzealand, 4, 351–364.
10.
Southwell, R. V. (1932). “On the analysis of experimental observations in problems of elastic stability.” Proc., Royal Society, 135, 601.
11.
Stussi, F. (1943). “Lateral buckling and vibration of arches.” Publications, International Association for Bridge and Structural Engineering, 7, 327–343.
12.
Timoshenko, S. P., and Gere, J. M. (1961). Theory of elastic stability, 2nd ed., McGraw‐Hill Book Co., Inc., New York, N.Y.
13.
Tokarz, F. J. (1968). “Lateral torsional buckling of arches.” Thesis presented to Ohio State University, at Columbus, Ohio, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
14.
Tokarz, F. J. (1971). “Experimental study of lateral buckling of arches.” J. Struct. Div., ASCE, 97(2), 545–559.
15.
Trahair, N. S. (1969a). “Elastic stability of continuous beams.” J. Struct. Div., ASCE, 95(6), 1295–1312.
16.
Trahair, N. S. (1969b). “Deformations of geometrically imperfect beams.” J. Struct. Div., ASCE, 95(7), 1475–1496.
17.
Vacharajittiphan, P., and Trahair, N. S. (1975). “Flexural‐torsional buckling of curved members.” J. Struct. Div., ASCE, 101(6), 1223–1238.
18.
Vlasov, V. Z. (1961). Thin‐walled elastic beams, 2nd ed., Israel Program for Scientific Translation, Jerusalem, Israel.
19.
Wen, R. K., and Lange, J. (1981). “Curved beam element for arch buckling analysis.” J. Struct. Div., ASCE, 107(11), 2053–2069.
20.
Yoo, C. H. (1982). “Flexural‐torsional stability of curved beams.” J. Engrg. Mech. Div., ASCE, 108(6), 1351–1369.
21.
Yoo, C. H., and Pfeiffer, P. A. (1983). “Elastic stability of curved members.” J. Struct. Engrg., ASCE, 109(12), 2922–2940.
22.
Yoo, C. H., and Pfeiffer, P. A. (1984). “Buckling of curved beams with in‐plane deformation.” J. Struct. Engrg., ASCE, 100(2), 291–300.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 113Issue 7July 1987
Pages: 1433 - 1443

History

Published online: Jul 1, 1987
Published in print: Jul 1987

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Authors

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John P. Papangelis
Res. Student, School of Civ. and Mining Engrg., Univ. of Sydney, N.S.W. 2006, Australia
Nicholas S. Trahair, M. ASCE
Challis Prof. of Civ. Engrg., School of Civ. and Mining Engrg., Univ. of Sydney, N.S.W. 2006, Australia

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