The Paton Welding Journal, 2008, #5, 25-30 pages
Development and application of tubular welded structures
E.F. Garf1, V.V. Snisarenko2
1E.O. Paton Electric Welding Institute of the NASU.
11 Kazymyr Malevych Str., 03150, Kyiv, Ukraine.
2OJSC «Ukrstalkonstruktsiya», Kiev, Ukraine
Abstract
Development and application of welded structures made from tubes is inseparably linked to improvement of welding as technological process for material joining, and involves fulfillment of requirements for assurance of quality and strength of the welded joints. It is shown that Ukraine has many-year traditions in the field of fabrication of tubular structures, and that it has preserved its scientific and industrial potential for further development of this field.
Keywords: welding, welded joints, welded structures, tubular structures, nodal connections, strength, stability, economic indices
References
1. Garf, E.F. (2003) Design peculiarities of tubular welded structures. Tekhn. Diagnostika i Nerazrush. Kontrol, 4, 11–17.
2. Shimanovsky, V.N., Garf, E.F., Permyakov, V.A. et al. (1997) Welded building structures. Vol. 2: Types of structures. Ed. by L.M. Lobanov. Kiev: PWI.
3. Novikov, V.I., Kovtunenko, V.A. (1959) Attachment of tubular lattice elements to node gussets. Avtomatich. Svarka, 4, 3–13.
4. Novikov, V.I., Kovtunenko, V.A., Shumitsky, O.I. (1963) Some problems of design and construction of all-welded tower. Ibid., 5, 69–74.
5. Novikov, V.I., Kovtunenko, V.A. (1969) Strength and calculation of welded connections without gussets. Ibid., 9, 70–71.
6. Hlavacek, V. (1970) Strength of welded tubular joints in lattice girders. Construczioni Metalliche, 6, 521–529.
7. Nakajima, T., Ishimazu, K., Shimizu, M. et al. (1971) Experimental study on the strength of thin wall welded tubular joints. IIW Doc. XV–312–71.
8. Marshall, P.W. (1984) Connections for welded tubular structures. In: Welding of tubular structures. Oxford: Pergamon Press, 1–57.
9. Marshall, P.W., Toprac, A.A. (1974) Basis for tubular joint design. Welding Res. Supplement, May, 1923–2013.
10. Pan, R.B., Plummer, F.B., Kuang, J.G. (1977) Ultimate strength of tubular joints. J. Petrol. Technol., 29(April), 449–460.
11. Kurobane, Y., Makino, Y., Mitsui, Y. (1976) Ultimate strength formulae for simple tubular joints. IIW Doc. XV385–76.
12. Garf, E.F., Novikov, V.I., Litvinenko, A.E. et al. (1984) Study of strength and design of cylindrical tubular welded connections at static loading. In: Welding of tubular structures. Oxford: Pergamon Press, 359–372.
13. BS 6235: Code of practice for fixed offshore structures. Filed 28.09.84.
14. API RP 2A: Recommended practice for planning, designing and constructing fixed offshore platform. Filed Jan. 1983.
15. Rules for the design construction and inspection of offshore structures. Filed 1985.
16. Reshetnikov, B.N., Rivkin, A.M. (1971) Results of tests of truss frame models of high-strength pipes. Prom. Stroitelstvo, 1, 31–35.
17. Garf, E.F., Tairli, Z.M. (1988) Static strength of welded tubular connections under complex loading. Azerb. Neft. Khozyajstvo, 10, 48–53.
18. VSN 51.3–85: Design of offshore stationary platforms. Filed 01.01.85.
19. VSN 51.4–85: Nodes without gussets in tubular structures of offshore oil-and-gas field constructions. Procedure of strength analysis. Filed 03.06.85.
20. VSN 41.88: Design of ice-resistant stationary platforms. Filed 03.01.89.
21. Lebedich, I., Kozyavkin, I. (2007) Construction of «Metallurg» stadium in Dnepropetrovsk. A + C, 1, 160–164.
Suggested Citation
E.F. Garf,
V.V. Snisarenko (2008) Development and application of tubular welded structures.
The Paton Welding J., 05, 25-30.