Resistance of I-girders to Concentrated Loads

Journal of Constructional Steel Research

Volumn 39, Issue 2, 1996, Pages 87-119

  Lagerqvist, Ove ^a   Johansson, Bernt ^a  

^a LULEÅ UNIVERSITY OF TECHNOLOGY   (Sweden)

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; CODES (STANDARDS); MECHANICAL TESTING; STEEL; STRUCTURAL LOADS; WELDED STEEL STRUCTURES;

CONCENTRATED LOAD RESISTANCE; I GIRDERS; PATCH LOADING; ROLLED BEAMS; STEEL CODES;

STEEL BEAMS AND GIRDERS;

EID: 0030233922     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(96)00023-5     Document Type: Article

References (23)

1. Lagerqvist, O., Patch Loading - Resistance of Steel Girders Subjected to Concentrated Forces. Doctoral thesis, Luleå University of Technology, Div. of Steel Structures, 1994:159D, Luleå, 1995.
2. Roberts, T. M., Slender plate girders subjected to edge loading. Proc. Inst. Civil Engrs, Part 2, 71 (Sept. 1981) 805-819.
3. Eurocode 3 Part 1, Design of Steel Structures - General Rules and Rules for Buildings, ENV 1993-1-1:1992 E, April, 1992.
4. Bergfelt, A., Patch Loading on a Slender Web - Influence of Horizontal and Vertical Web Stiffeners on the Load Carrying Capacity. Chalmers University of Technology, Dept of Structural Engineering, Div. of Steel and Timber Structures, Publ. S79:1, 1979.
5. Handboken Bygg, Konstruktionsteknik, LiberFörlag, Stockholm, 1985 (in Swedish).
6. Ungermann, D., Bemessungsverfahren für Vollwand- und Kastenträger unter besonderer Berucksichtigung des Stegverhaltens, Stahlbau, RWTH Aachen, Heft 17, Aachen, 1990.
7. Zoetemeijer, P., The Influence of Normal-, Bending- and Shear Stresses on the Ultimate Compression Force Exerted Laterally to European Rolled Sections. Facultiet der Civiele Techniek, Technische Universitiet Delft, Report 6-80-5, Delft, 1980.
8. Aribert, J. M., Lachal, A. & Moheissen, M., Investigation of the Local Compressive Strength of the Web of Metallic H or I Sections. Final Report (draft), Laboratoire Structures, I.N.S.A., Rennes, France, July 1989.
9. Voss, R.-P., Bemessung von Lasteinleitungssteifen in geschweissten Vollwandträgern. Stahlbau, 56 (1987) 97-106.
10. Elgaaly, M. & Salkar, R., Web crippling under local compressive edge loading. Proc. 1991 National Steel Constr. Conf., Washington, 5-7 June 1991, pp. 7-3-7-21.
11. Johansson, B. & Lagerqvist, O., Resistance of plate edges to concentrated forces. J. Construct. Steel Res., 32 (1995) 69-105.
12. Maquoi, R., Web Buckling. Draft No., 2, Project Team 11, CEN TC 250, January 1993.
13. Granholm, C. A., Lättbalkar- en redogörelse för provning av balkar med extremt tunt liv. Chalmers Tekniska Högskola, Inst. for Byggnadsteknik, Rapport 202, Göteborg, 1990 (in Swedish).
14. Robets, T. M. & Markovic, N., Stocky plate girders subjected to edge loading. Proc. Inst. Civil Engrs, Part 2, 75 (Sept. 1983) 539-550.
15. Roberts, T. M. & Chong, C. K., Collapse of plate girders under edge loading. J. Struct. Div. ASCE, 107 (1981) 1503-1509.
16. Aribert, J. M., Lachal, A. & Moheissen, M., Interaction du voilement et de la resistance plastique de l'ame d'un profile lamine soumis a une double compression locale (nuance d'acier allant jusqu'a FeE 460). Construction Metallique, 27 (1990) 3-23.
17. Elgaaly, M. & Nunan, W. L., Behaviour of rolled section web under eccentric edge compressive loads. J. Struct. Engng, ASCE, 115 (1989) 1561-1578.
18. Bergholtz, A., Lansering av brobalkar av stål - Lokal intryckning över stöd. Chalmers University of Technology, Dept of Structural Engineering, Div. of Steel and Timber Structures, Publ. S94:7, 1994 (in Swedish).
19. Oxfort, J. & Gauger, H.-U., Beultraglast von Vollwandträgern unter Einzellasten. Stahlbau, 58 (1989) 331-339.
20. Graham, J. D., Sherbourne, A. N., Khabbaz, R. N. & Jensen, C. D., Welded interior beam-to-column connections. WRC Bulletin No. 63, (1960).
21. Dubas, P. & Tschamper, H., Stabilite des ames soumises a une charge concentree et a une flexion globale. Construction Metallique, 27 (1990) 25-39.
22. Background Documentation to Eurocode 3, Design of Steel Structures, Part 2 -Bridges, Evaluation of Test Results for the Design Rules of Stiffened and Unstiffened Webs which are Loaded by Transverse Forces. Document No.: II.5.2 (first draft), Aachen, 31 July 1995.
23. Eurocode 3 Part 2, Bridges. Draft, CEN/TC250/SC3, September 1994.