Experimental behaviour of end plate connections reinforced with bolted backing angles

Journal of Constructional Steel Research

Volumn 50, Issue 1, 1999, Pages 71-96

  Grogan, W ^a   Surtees, J O ^a  

^a UNIVERSITY OF LEEDS   (United Kingdom)

Author keywords

Bolted joints; Endplate connections; Performance testing; Steel frames

Indexed keywords

STEEL;

COLUMNS (STRUCTURAL); COMPRESSION TESTING; PLATES (STRUCTURAL COMPONENTS); STEEL STRUCTURES; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

END PLATE CONNECTIONS;

BOLTED JOINTS;

BOLTED JOINT;

EID: 0033118442     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(98)00227-2     Document Type: Article

References (17)

1. Moore DB, Sims PAC. The influence of backing plates on the behaviour of extended end plate connections. Building Research Establishment, N 179, 1983.
2. Zoetemeijer P. A design method for the tension side of statically loaded, bolted beam-to-column connections. Heron. 20(1):1974;59.
3. Zoetemeijer P. Semi-rigid bolted beam-to-beam column connections with stiffened column flanges and flush end plates. Proceedings of the International Conference on Joints in Steelwork, Teesside Polytechnic, Cleveland, 1981.
4. Sethi A. Non-welded reinforcement in bolted steel beam/column connections. Doctoral dissertation, University of Leeds, 1989.
5. Grogan W. Column flange reinforcement in end plate connections using bolted backing angles. Doctoral dissertation, University of Leeds, 1994.
6. Grogan W, Surtees JO. Column flange reinforcement in end plate connections using bolted backing angles. (to be published).
7. British Standards Institution (BSI), Structural use of steelwork in building. BS5950: Part 1, 1990.
8. British Standards Institution (BSI), Tensile testing of metallic materials. BS EN 10 002-1, 1990.
9. Blair J.S. The use of plumbers' resin to determine the occurrence of yield. Journal of the Institution of Mechanical Engineers. 161:1949;176-179.
10. Eurocode 3, Part 1.1, Design of steel structures: General rules and rules for buildings. April, 1992.
11. Surtees J.O. Correspondence: A limit state design method for the tension region of bolted beam-column connections. Packer AJ, Morris LJ. The Structural Engineer. 56A(8):1978;217-223.
12. Ghobarah A., Korol R.M., Osman A. Cyclic behavior of extended end-plate joints. Journal of the Structural Division, ASCE. 118(5):1992;1333-1353.
13. Yee Y., Melchers R.E. Moment-rotation curves for bolted connections. Journal of the Structural Division, ASCE. 112(3):1986;615-635.
14. Griffiths J.D. End-plate moment connections - their use and misuse. Engineering Journal, AISC. 21(1):1984;32-34.
15. Surtees JO, Mann AP. End-plate connections in plastically designed structures. Proceedings of the International Conference on Joints in Structures, University of Sheffield, 1970.
16. Packer J.A., Morris L.J. A limit state design method for the tension region of bolted beam-column connections. The Structural Engineer. 55(10):1977;446-458.
17. Mann A.P., Morris L.J. Limit design of extended end-plate. Journal of the Structural Division, ASCE. 105(ST3):1979;511-526.