Basic issues in the analytical simulation of unstiffened extended end plate connection

Scientia Iranica

Volumn 11, Issue 4, 2004, Pages 302-311

  Mohammadi Shoreh, M R ^a   Mofid, M ^a  

^a SHARIF UNIVERSITY OF TECHNOLOGY   (Iran)

Author keywords

[No Author keywords available]

Indexed keywords

BOLTS; COMPUTER SIMULATION; JOINTS (STRUCTURAL COMPONENTS); PLASTICITY; STIFFNESS; TENSILE STRESS;

PLASTIC STIFFNESS; PLATE JOINTS; PLATE MOMENT CONNECTIONS;

STEEL BEAMS AND GIRDERS;

ANALYTICAL MODEL; BEAM;

RESEDA LUTEOLA;

EID: 14644396142     PISSN: 10263098     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (28)

1. Sherbourne, A.N. "Bolted beam-to-column connections", The Structural Engineer, 39(6), pp 203-210 (1961).
2. Douty, R.T. and McGuire, W.F. "High strength bolted moment connections", Journal of Structural Division, ASCE, No ST2, 91 4), pp 101-128 (1965).
3. Kato, B. and McGuire, W. "Analysis of T-stub flange to column connections", Journal of Structural Division, ASCE, 99(5), pp 865-888 (1973).
4. Packer, J.A. and Morris, L.J. "A limit state design method for the tension region of the bolted beam-to-column connections", The Structural Engineer, 55(10), pp 446-458 (1977).
5. Krishnamurthy, N. "A fresh look at bolted end plate behaviour and design", Engineering Journal, AISC, 2nd Quarter, 15(2), pp 39-49 (1978).
6. Gebboken, N., Rothert, H. and Binder, B. "On the numerical analysis of end plate connections", Journal of Constructional Steel Research, 30(2), pp 177-196 (1994).
7. Sherbourne, A.N. and Bahaari, M.R. "3D simulation of end-plate bolted connections", Journal of Structural Engineering, ASCE, 120 11), pp 3122-3136 (1994).
8. Sherbourne, A.N. and Bahaari, M.R. "3D simulation of bolted connections to unstiffened columns-I T-stub connections", J. Constr. Steel Res. 40(3), pp 169-187 (1996a).
9. Sherbourne, A.N. and Bahaari, M.R. "3D simulation of bolted connections to unstiffened columns-II T-stub connections", J. Constr. Steel Res. 40(3), pp 189-223 (1996b).
10. Bursi, O.S. and Jaspart, J.P. "Benchmarks for finite element modeling of bolted steel connections", J. Constr. Steel Res., 43 1-3), pp 17-42 (1997a).
11. Bursi, O.S. and Jaspart, J.P. "Calibration of a finite element model for isolated bolted end plate steel connections", J. Constr. Steel Res., 44(3), pp 225-262 (1997b).
12. Bursi, O.S. and Jaspart, J.P. "Basic issues in the finite element simulation of extended end plate connections", Computers and Structures, 69, pp 361-382 (1998).
13. Nemati, N., Houedec, D.L. and Zandonini, R. "Numerical modeling of the cyclic behavior of the basic components of steel end-plate connections", Advances in Engineering Software, 31, pp 837-849 (2000).
14. Jenkins, W.M., Tang, C.S. and Prescott, A.T. "Moment transmitting end plate connections in steel connections, and proposed basis for flush end plate design", The Structural Engineer, 64A(5), pp 121-132 (1986).
15. Cruz, P.J.S., Simoes da Silva, L., Rodrigues, D.S. and Simoes, RAD. "Data base for the semi-rigid behaviour of beam-to-column connections in seismic regions", J. Constr. Steel Res., 46(1-3), pp 233-234 (1998).
16. Riberio, L.F.L., Goncsalves, R.M. and Castiglioni, C.A. "Beam-to-column end plate connections. An experimental analysis", J. Constr. Steel Res., 46(1-3), paper No. 304, pp 264-266 (1998).
17. Adey, B.T., Grodin, G.Y. and Chenye, J.J.R. "Extended end-plate moment connections under cyclic loading", J. Constr. Steel Res., 46 1-3), paper No. 133, pp 435-436 (1998).
18. Yorgun, C. and Bayramoglu, G. "Cyclic test for welded-plate sections with end-plate connections", Journal of Constructional Steel Research, 57(12), pp 1309-1320 (2001).
19. Frye, M.J. and Morris, G.A. "Analysis of flexibility connected steel frames", Canadian Journal of Civil Engineering, 2(3), pp 280-291 (1975).
20. Krishnamurthy, N., Huang, H.T., Jeffery, P.K. and Arery, L.K. "Analytical M - Φ curves for end plate connections", J. Struct. Div., ASCE, 105(1), pp 133-145 (1979).
21. Yee, Y.L. and Melchers, R.E. "Moment-rotation curves for bolted connections", Journal of Structural Engineering, ASCE, 112 3), pp 615-635 (1986).
22. Attiogbe, E. and Morris, G. "Moment-rotation functions for steel connections", Journal of Structural Engineering, ASCE, 117 6), pp 1702-1718 (1991).
23. Sherbourne, A.N. and Bahaari, M.R. "Finite element prediction of end-plate bolted connection behavior. I: Parametric study", J. Struct. Engrg., ASCE, 123(2), pp 157-164 (1997a).
24. Sherbourne, A.N. and Bahaari, M.R. "Finite element prediction of end-plate bolted connection. Behavior II: Analytic formulation", J. Struct. Engrg., ASCE, 123(2), pp 165-175 (1997b).
25. Simoes da Silva, L. and Giroo Coelho, A. "A ductility model for steel connections", J. Constr. Steel Res., 57(1), pp 45-70 (2001).
26. Mofid, M., Ghorbani, M. and McCabe, S.L. "On the analytical model of beam-to-column semi-rigid connections, using plate theory", Thin-walled Structures, (39), pp 307-325 (2001).
27. Witteveen, J., Stark, J.W., Bijloard, F.S. and Zoetemeijier, P. "Welded and bolted beam-to-column connections", Journal of Structural Engineering, ASCE, 108(2), pp 433-455 (1982).
28. Mohammadi Shoreh, M.R. "On the analytical model of beam-to-column Semi-Rigid steel connection", Thesis Presented to the Civil Department of Sharif University of Technology, Tehran, Iran, in partial fulfillment of the requirements for the degree of Master of Science (2002).