Resistance of longitudinally stiffened I-girders subjected to concentrated loads

Journal of Constructional Steel Research

Volumn 59, Issue 5, 2003, Pages 561-586

  Graciano, Carlos ^a,b   Johansson, Bernt ^b  

^a UNIVERSIDAD SIMÓN BOLÍVAR   (Venezuela)

^b LULEÅ UNIVERSITY OF TECHNOLOGY   (Sweden)

Author keywords

Buckling; Longitudinal stiffeners; Patch loading; Plate girder; Resistance; Ultimate resistance

Indexed keywords

BUCKLING; STEEL; STIFFNESS; STRUCTURAL LOADS;

STIFFENED GIRDER WEBS;

BEAMS AND GIRDERS;

GIRDER;

EID: 0037400667     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(02)00046-9     Document Type: Article

References (25)

1. Eurocode 3 (EC3). Design of steel structures. Part 1-5, General rules - Supplementary rules for planar plated structures without transverse loading. ENV 1993-1-5, 1997.
2. Eurocode 3 (EC3). Design of steel structures. Part 2, Steel bridges, February, ENV 1993-2, 1997.
3. Lagerqvist, O., Johansson, B.Resistance of I-girders to concentrated loads. J Constr Steel Res, 1996;39(2):87-119.
4. Bergholtz A. Lansering av brobalkar av stål -local intryckning över stöd, (Launching of steel bridge girders - local web crippling at supports). Chalmers University of Technology, Steel and Timber Structures, Publ. S 94:7;1994 (In Swedish).
5. Dauner, H.-G, Decorges, G., Stucki, D. Web buckling strength for the launching of a box girder with a 130 m main span. Stahlbau, 2000;69: 175-180.
6. Navarro, M., Lebet, J.-P, Beiloune, R. Launching of the Vaux Viaduct. Structural Engineering Int, 2000;10(1):16-18.
7. British Standard Institution. Steel, concrete and composite bridges. Code of practice for the design of steel bridges. BSI, BS 5400-3:2000, London, 2000.
8. Markovic, N., Hajdin, N.A. A contribution to the analysis of the behaviour of plate girders subjected to patch loading. J Constr Steel Res, 1992;21:163-173.
9. Graciano CA, Edlund B. Failure mechanism of slender girder webs with a longitudinal stiffener under patch loading. J Construct Steel Res 2002;in press.
10. Graciano CA. Patch loading - Resistance of longitudinally stiffened steel girder webs. PhD thesis, Luleå University of Technology, Division of Steel Structures, Luleå, Sweden, 2002.
11. Dubas, P., Tschamper, H. Stabilité des âmes soumises à une charge concentrée et à une flexion globale. Const Met. 1990;2:25-39.
12. Carretero, A., Lebet, J.-P Introduction des forces concentrées dans les poutres élancées. Const Met. 1998;1:5-18.
13. Walbridge S, Lebet J-P. Patch loading tests of bridge girders with longitudinal web stiffeners. Rapport d'essais École Polytechnique Fédérale de Laussane, ICOM 447, 2001.
14. Rockey K, Bergfelt A, Larsson L. Behaviour of longitudinally reinforced plate girders when subjected to inplane patch loading. Chalmers University of Technology, Steel and Timber Structures, Publ. S 78:19, 1978.
15. Bergfelt A. Patch loading on a slender web-;Influence of horizontal and vertical web stiffeners on the load carrying capacity. Chalmers University of Technology, Steel and Timber Structures, Publ. S 79:1, 1979.
16. Bergfelt A. Girder web stiffening for patch loading. Chalmers University of Technology, Steel and Timber Structures, Publ. S 83:1, 1983.
17. Galea Y, Godart B, Radouant I, Raoul J. Test of buckling of panels subjected to in-plane patch loading. In: Proceeding of ECCS Colloquium on Stability of Plate and Shell Structures, Ghent, 1987. p. 65-71.
18. Shimizu S, Yoshida S, Okuhara H. An experimental study on patch loaded web plates. In: Proceeding of ECCS Colloquium on Stability of Plate and Shell Structures, Ghent, 1987. p. 85-94.
19. Janus, K., Kutmanova, I., Skaloud, M. Experimental investigation into the ultimate load behaviour of longitudinally stiffened steel webs under partial edge loading. Acta Tech CSAV, 1988;2:158-195.
20. Dogaki, M., Murata, M., Kishigami, N., Tanabe, T., Yonezeawa, H. Ultimate strength of plate girders with longitudinal stiffeners under patch loading. Technology Reports of Kansai Univ, 1990;33:121-132.
21. Salkar R. Strength and behavior of webs, with and without stiffeners under local compressive in-plane and eccentric loads. (Volumes I and II). PhD thesis. University of Maine, USA; 1992.
22. Johansson, B., Maquoi, R., Sedlacek, G. New design rules for plated structures in Eurocode 3. J Constr Steel Res, 2001;57:279-311.
23. ABAQUS Standard, Users manual, version 5.8. Pawtucket, RI: Hibbitt, Karlsson & Sorensen, 1999.
24. Graciano C. Longitudinally stiffened steel plate girder webs under patch loading. Chalmers University of Technology, Steel and Timber Structures, Publ. S 01:1, 2001.
25. Eurocode 3 (EC3) Design of steel structures. Part 1.1 General rules and rules for buildings. ENV 1993-1-1, 1992.