TECHNICAL PAPERS
Oct 1, 1995

Plastic-Collapse Analysis of Torsion

Publication: Journal of Structural Engineering
Volume 121, Issue 10

Abstract

This paper is concerned with the plastic-collapse analysis of structural steel I-section members subject to torsion. It proposes and exemplifies a method of plastic-collapse analysis that is much simpler than elastic analysis. The load factor at plastic collapse is obtained from the sum of the independent load factors for uniform-torsion plastic collapse and warping-torsion plastic collapse. This plastic-analysis method allows a method of plastic design to be used for torsion that is much simpler and more economical than first yield design. The use of plastic analysis and design will facilitate the design of steel torsion members and lead to more economical structures.

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References

1.
Augusti, G.(1966). “Full plastic torque of I-beams.”Int. J. Mech. Sci., 8, 641–649.
2.
Baigent, A. H., and Hancock, G. J.(1982). “Structural analysis of assemblages of thin-walled members.”Engrg. Struct., 4(3), 207–216.
3.
Beedle, L. S. (1958). Plastic design of steel frames . John Wiley & Sons, New York, N.Y.
4.
Billinghurst, A., Williams, J. R. L., Chen, G., and Trahair, N. S.(1992). “Inelastic uniform torsion of steel members.”Comp. and Struct., 42(6), 887–894.
5.
Boulton, N. S.(1962). “Plastic twisting and bending of an I-section in which the warp is restricted.”Int. J. Mech. Sci., 4, 491–502.
6.
Bridge, R. Q., and Trahair, N. S.(1981). “Bending, shear, and torsion of thin-walled beams.”Steel Constr., 15(1), 2–18.
7.
Dinno, K. S., and Merchant, W.(1965). “A procedure for calculating the plastic collapse of I-sections under bending and torsion.”The Struct. Engr., 43(7), 219–221.
8.
El Darwish, I. A., and Johnston, B. G.(1965). “Torsion of structural shapes.”J. Struct. Div., ASCE, 91(1), 203–27.
9.
Farwell, C. R. Jr., and Galambos, T. V.(1969). “Nonuniform torsion of steel beams in inelastic range.”J. Struct. Div., ASCE, 95(12), 2813–2829.
10.
Hancock, G. J., and Harrison, H. B. (1972). “A general method of analysis of stresses in thin-walled sections with open and closed parts.”Civ. Engrg. Trans., Instn. of Engrs., Sydney, Australia, CE14(2), 181–8.
11.
Heins, C. P., and Seaberg, P. A. (1983). Torsional analysis of steel members . Am. Inst. of Steel Constr., Chicago, Ill.
12.
Horne, M. R. (1979). Plastic theory of structures, 2nd Ed., Pergamon Press, Oxford, England.
13.
Kollbrunner, C. F., and Basler, K. (1969). Torsion in structures, 2nd Ed., Springer-Verlag, Berlin, Germany.
14.
Nadai, A. (1931). Plasticity . McGraw-Hill, New York, N.Y.
15.
Neal, B. G. (1977). The plastic methods of structural analysis, 3rd Ed., Chapman & Hall, London, England.
16.
Nethercot, D. A., Salter, P. R., and Malik, A. S. (1989). “Design of members subject to combined bending and torsion.”SCI Publ. 057, The Steel Constr. Inst., Ascot, England.
17.
Papangelis, J. P., and Hancock, G. J. (1994). THIN-WALL—Cross-section analysis and finite strip buckling analysis of thin-walled structures: users manual . Ctr. for Advanced Struct. Engrg., Univ. of Sydney, Sydney, Australia.
18.
Pi, Y. L., and Trahair, N. S. (1994a). “Torsion design of steel members.”Civ. Engrg. Trans., Instn. of Engrs., Sydney, Australia, CE36(4), 319–324.
19.
Pi, Y. L., and Trahair, N. S. (1994b). “Steel member design for combined torsion and bending.”Civ. Engrg. Trans., Instn. of Engrs., Sydney, Australia, CE36(4), 325–329.
20.
Pi, Y. L., and Trahair, N. S.(1994c). “Inelastic bending and torsion of steel I-beams.”J. Struct. Engrg., ASCE, 120(12), 3397–3417.
21.
Pi, Y. L., and Trahair, N. S.(1995). “Inelastic torsion of steel I-section beams.”J. Struct. Engrg., ASCE, 121(4), 609–620.
22.
Terrington, J. S. (1968). “Combined bending and torsion of beams and girders.”Publ. 31 (First Part), British Constructional Steelwork Association, London, England.
23.
Timoshenko, S. P. (1953). “Theory of bending, torsion, and buckling of thin-walled members of open cross-section.”Collected papers of Stepehen P. Timoshenko. McGraw-Hill, New York, N.Y.
24.
Timoshenko, S. P., and Goodier, J. N. (1970). Theory of elasticity, 3rd Ed., McGraw-Hill, New York, N.Y.
25.
Trahair, N. S. (1993). Flexural-torsional buckling of structures . E & FN Spon, London, England.
26.
Trahair, N. S., and Bradford, M. A. (1991). The behavior and design of steel structures, Revised 2nd Ed., Chapman & Hall, London, England.
27.
Trahair, N. S., and Kitipornchai, S.(1972). “Buckling of inelastic I-beams under uniform moment.”J. Struct. Div., ASCE, 98(11), 2551–2566.
28.
Vlasov, V. Z. (1961). Thin-Walled Beams, 2nd Ed., Israel Program for Scientific Translations, Jerusalem, Israel.
29.
Wagner, H. (1936). “Verdrehung und knickung von offenen profilen (Torsion and buckling of open sections).”NACA Tech. Memo. No. 807, Washington, D.C. (in German).
30.
Zbirohowski-Koscia, K. (1967). Thin-walled beams . Crosby Lockwood, London, England.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 121Issue 10October 1995
Pages: 1389 - 1395

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Published online: Oct 1, 1995
Published in print: Oct 1995

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Authors

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Yong-Lin Pi
Sr. Res. Assoc., School of Civ. and Min. Engrg., Univ. of Sydney, NSW, 2006, Australia.
Nicholas S. Trahair
Challis Prof. of Civ. Engrg., School of Civ. and Min. Engrg., Univ. of Sydney, NSW, 2006, Australia.

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