JOURNAL BROWSE
Search
Advanced SearchSearch Tips
Component method model for predicting the moment resistance, stiffness and rotation capacity of minor axis composite seat and web site plate joints
facebook(new window)  Pirnt(new window) E-mail(new window) Excel Download
 Title & Authors
Component method model for predicting the moment resistance, stiffness and rotation capacity of minor axis composite seat and web site plate joints
Kozlowski, Aleksander;
 Abstract
Codes EN 1993 and EN 1994 require to take into account actual joint characteristics in the global analysis. In order to implement the semi-rigid connection effects in frame design, knowledge of joint rotation characteristics ( relationship), or at least three basic joint properties, namely the moment resistance , the rotational stiffness and rotation capacity, is required. To avoid expensive experimental tests many methods for predicting joint parameters were developed. The paper presents a comprehensive analytical model that has been developed for predicting the moment resistance , initial stiffness and rotation capacity of the minor axis, composite, semi-rigid joint. This model is based on so-called component method included in EN 1993 and EN 1994. Comparison with experimental test results shows that a quite good agreement was achieved. A computer program POWZ containing proposed procedure were created. Based on the numerical simulation made with the use of this program and applying regression analysis, simplified equations for main joint properties were also developed.
 Keywords
connections;composite joint;semi-rigid;component method;analytical model;initial stiffness;moment resistance;rotation capacity;
 Language
English
 Cited by
1.
Tension strength and design method for thread-fixed one-side bolted T-stub, Engineering Structures, 2017, 150, 918  crossref(new windwow)
2.
Strain measurements and analyses around the bolt holes of structural steel plate connections using full-field measurements, Engineering Structures, 2017, 131, 148  crossref(new windwow)
 References
1.
Ahmed, B. and Nethercot, D.A. (1997), "Prediction of initial stiffness and available rotation capacity of major axis composite flush endplate connections", J. Construct. Steel Res., 41(1), 31-60. crossref(new window)

2.
Ahmed, B., Li, T.Q. and Nethercot, D.A. (1997), "Design of composite finplate and ancle cleated", J. Construct. Steel Res., 41(1), 1-29. crossref(new window)

3.
Anderson, D. (1996), Composite Steel-Concrete Joints in Braced Frames for Buildings, Brussels - Luxembourg.

4.
Asha, P. and Sundararajan, R. (2014), "Experimental and numerical studies on seismic behaviour of exterior beam-column joints", Comput. Concrete, Int. J., 13(2), 221-234. crossref(new window)

5.
Brown, N.D. and Anderson, D. (2001), "Structural properties of composite major axis end plate connections", J. Construct. Steel Res., 57(3), 327-349. crossref(new window)

6.
Telford, T. (1993), CEB-FIP Model Code 90: Design Code.

7.
Chen, W.F. Editor (2000), Practical Analysis for Semi-Rigid Frame Design, Singapore, New Jersey, London, Hong Kong; World Scientific.

8.
Diaz, C., Marti, P., Victoria, M. and Querin, O.M. (2011), "Review of the modeling of joint behavior in steel frames", J. Construct. Steel Res., 67(5), 741-758. crossref(new window)

9.
EN 1993-1-8 (2005), Eurocode 3; Part 1.8: Design of joints, CEN/TC 250/SC 3, Brussels, Belgium.

10.
EN 1994-1-1 (2004), Eurocode 4; Part 1.1 General rules and rules for buildings, CEN/TC 250/SC 4, Brussels, Belgium.

11.
Faella, C., Piluso, V. and Rizzano, G. (2000), Structural Steel Semirigid Connections. Theory, Design and Software, London, New York, Washington, CRS Press, Boca Raton, FL, USA.

12.
Han, Q.H., Liu, M.J. and Lu, Y. (2015), "Experimental research on load-bearing capacity of cast steel joints for beam-to-column", Struct. Eng. Mech., Int. J., 56(1), 67-83. crossref(new window)

13.
Huber, G. and Tchemmernegg, F. (1998), "Modelling of beam-to-column joints", J. Construct. Steel Res., 45(2), 199-216. crossref(new window)

14.
Katula, L. and Dunai, L. (2015), "Experimental study on standard and innovative bolted end-plate beam-tobeam joints under bending", Steel Compos. Struct., Int. J., 18(6), 1423-1450. crossref(new window)

15.
Kozlowski, A. and Sleczka, L. (2007), "Experimental test of semi-rigid minor axis composite seat and Web side plate joint", Proceedings of the 3rd International Conference on Steel and Composite Structures, Manchester, UK, July-August, pp. 357-363.

16.
Lemonis, M.E. and Gantes, C.J. (2009), "Mechanical modeling of the nonlinear response of beam-to-column joints", J. Construct. Steel Res., 65(4), 879-890. crossref(new window)

17.
Li, T.Q., Nethercot, D.A. and Choo, B.S. (1996), "Behaviour of flush end-plate composite connections with unbalanced moment and variable shear/moment ratios - II. prediction of moment capacity", J. Construct. Steel Res., 38(2), 165-198. crossref(new window)

18.
Liew, R.J.Y., Teo, T.H. and Shanmugam, N.E. (2004), "Composite joints subject to reversal of loading - Part 2: Analytical assessments", J. Construct. Steel Res., 60(2), 247-268. crossref(new window)

19.
Nogueiro, P., Silva, L.S., Bento, R. and Simoes, R. (2009), "Calibration of model parameters for the cyclic response of end-plate beam-to-column steel-concrete composite joints", Steel Compos. Struct., Int. J., 9(1), 39-58.

20.
Pilso, V., Rizzano, G. and Tolone, I. (2012), "An advanced mechanical model for composite connections under hogging/sagging moments", J. Construct. Steel Res., 72, 35-50. crossref(new window)

21.
Pisarek, Z. (2002), "Shaping of the composite joints in steel structures", Ph.D. Thesis; Rzeszow University of Technology, Rzeszow, Poland. [In Polish]

22.
Pitrakkos, T. and Tizani, W. (2015), "A component method model for blind-bolts with headed anchors in tension", Steel Compos. Struct., Int. J., 18(5), 1305-1330. crossref(new window)

23.
Rassati, G.A., Leon, R.T. and Noe, S. (2004), "Component modeling of partially restrained composite joints under cyclic and dynamic loading", J. Struct. Eng., 130(2), 343-351. crossref(new window)

24.
Savio, A.A., Nethercot, D.A., Vellasco, P.C.G.S., Andrade, S.A.L. and Martha, L.F. (2009), "Generalised component-based model for beam-to-column connections including axial versus moment interaction", J. Construct. Steel Res., 65(8-9), 1876-1895. crossref(new window)

25.
Silva, L.S. (2008), "Towards a consistent design approach for steel joints under generalized loading", J. Construct. Steel Res., 64(9), 1059-1075. crossref(new window)