Rotation Capacity of Bolted Flush End-Plate Stiffened Beam-to-Column Connection
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MTA Engineering, Rzeszów, Poland
Rzeszow University of Technology, Rzeszów, Poland
Online publication date: 2017-06-26
Publication date: 2017-06-01
Civil and Environmental Engineering Reports 2017;25(2):173-184
One of the flexibility parameters of semi-rigid joints is rotation capacity. Plastic rotation capacity is especially important in plastic design of framed structures. Current design codes, including Eurocode 3, do not posses procedures enabling designers to obtain value of rotation capacity. In the paper the calculation procedure of the rotation capacity for stiffened bolted flush end-plate beam-to-column connections has been proposed. Theory of experiment design was applied with the use of Hartley’s PS/DS-P:Ha3 plan. The analysis was performed with the use of finite element method (ANSYS), based on the numerical experiment plan. The determination of maximal rotation angle was carried out with the use of regression analysis. The main variables analyzed in parametric study were: pitch of the bolt “w” (120-180 mm), the distance between the bolt axis and the beam upper edge cg1 (50-90 mm) and the thickness of the end-plate tp (10-20 mm). Power function was proposed to describe available rotation capacity of the joint. Influence of the particular components on the rotation capacity was also investigated. In the paper a general procedure for determination of rotation capacity was proposed.
Beg D., Zupancic E.: Statistical evaluation of rotation capacity of moment connections, Connections in Steel Structures V, Amsterdam, 2004.
Beg D., Zupancic E., Vayas I.: On the rotation capacity of moment connections. Journal of Constructional Steel Research, 60: 601-620, 2004.
Chen W.F., Kishi N.: Semirigid Steel Beam-to-Column Connections: Data Base and Modelling, Journal of Structural Engineering, ASCE, Vol. 115, No 1, 1989.
Concepcion D., Pascual M., Mariano V., Osvaldo M.Q.: Review on the modelling of joint behavior in steel frames, Journal of Constructional Steel Research 67: 741-758, 2011.
EN 1993-1-4. Eurocode 3: Design of steel structures, Part 1.4: General rules, Supplementary Rules for Stainless steels. Brussels: CEN.
EN 1993-1-5. Eurocode 3: Design of steel structures, Part 1.5: Plated structural elements. Brussels: CEN.
EN 1993-1-8.: Eurocode 3: Design of steel structures - Part 1-8: Design of joints. Brussels: CEN, 2005.
Faella C., PilusoV., Rizzano G.: Structural steel semi rigid connections: Theory, design and software. CRC Press, Boca Raton, 2000.
Frye M. J., Morris G. A.: Analysis of Flexibly-Connected Steel Frames. Canadian Journal of Civil Engineering, No2. 1975.
Girao A.M., Bijlaard F., Gresnigt N., Silva L.: Experimental assessment of the behavior of bolted T-stub connections made up of welded plates, Journal of Constructional Steel Research. 2004. 60: 269-311.
Girao A. M., Silva L., Bijlaard F.: Finite-Element Modeling of the Nonlinear Behavior of Bolted T-Stubs Connections, Journal of Structural Engineering. 2006, 132: 918-928.
ISO 6892-1.: Metallic materials — Tensile testing, Part 1: Method of test at room temperature, 2009.
ISO 898-1.: Mechanical properties of fasteners made of carbon steel and alloy steel, Part 1: Bolts, screws and studs with specified property classes - Coarse thread and fine pitch thread.
Jaspart J. P.: Comparison between Experimental Tests, Numerical Simulations and Available Theoretical Procedures in View of Analytical Prediction of the Semi-Rigid Behavior of Beam-to-Columns Joints with Extended End Plate or Welded Connections, Technical Report No 4, SPRINT CONTRACT 351, 1993.
Kozlowski A.: A Review of Models of Semi-Rigid Steel Column-Beam Connections, Archives of Civil Engineering, Vol. XLII, Issue 1, 1996.
Kuhlmann U., Fürch A.: Rotation Capacity of Steel Joints, COST Project C1 Meeting, 1997.
Ostrowski K.: Finite element analysis of the rotation capacity of beam-to-column end-plate bolted joints, Eurosteel 2014, September 10-12, Naples, 2014.
Ostrowski K., Kozlowski A.: Hierarchical validation of FEM models, XIV International Scientific Conference Rzeszów - Lwów - Koszyce, Rzeszów, 2015.
Ostrowski K., Kozlowski A.: Parametric study on the rotation capacity of stiffened end-plate beam-to-column connection, (In Polish) Building and Architecture, Vol. 13(3) 2014, Lublin, 2014.
Ostrowski K., Kozlowski A.: FEM based assessment of rotation capacity of bolted joints, Proceedings of the XIII International Conference on Metal Structures (ICMS2016), Zielona Góra, Poland, 15-17 June, 2016.
Polanski Z.: Experiment design in technique, (In Polish), PWN, Warsaw.
Rasmussen K.J.R., 2003.: Full-range stress-strain curves for stainless steel alloys, Journal of Constructional Steel Research, 1984. 59: 47-61.
Silva S., Borges L., Garvasio H.: A probabilistic evaluation of the rotation capacity of end-plate beam-to-column steel joints, Connections in Steel Structures V, Amsterdam, 2004.
Silva S., Girao A.: A ductility model for steel connections, Journal of Constructional Steel Research, 2001, 57: 45-70.
Weynand K.: SERICON - Databank on Joints in Building Frames. COST PROJECT C1, Proc. of the First State of the Art Workshop, 1992.
Yee Y.L., Melchers R.E.: Moment Rotation Curves for Bolted Connections, Journal of Structural Division, ASCE. Vol. 112, ST3, 1986.
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