[en] The resistance of shear bolted connections is traditionally evaluated by
considering an equal distribution of internal forces amongst the bolts. In fact, such an
assumption may only be seen as the result of a plastic redistribution of the internal forces, what
requires shear ductility in the vicinity of the bolts. ln the present paper, ductility requirements are
proposed that ensure that, in the presence of real imperfect bolted shear connections, plastic
resistance can be attained.
Disciplines :
Mechanical engineering
Author, co-author :
Henriques, J
Jaspart, Jean-Pierre ; Université de Liège > Département ArGEnCo > Adéquat. struct. aux exig. de fonct.& perfor. techn.-écon.
simoës da Silva, L.
Language :
English
Title :
Ductility requirements for the design of bolted lap shear connections in bearing
Publication date :
2014
Journal title :
Advanced Steel Construction
ISSN :
1816-112X
Publisher :
Hong Kong Institute of Steel Construction, Hong Kong, Japan
Shakir-Khalil, H. and Ho, C.M., "Black Bolts under Combined Tension and Shear, " The Structural Engineer, 1979, Vol. 11.
Owens, G. W. and Cheal B.D., "Structural Steelwork Connections, " Butterworths & Co., 1989.
McGuire, W., "Steel Structures, " Englewood Cliffs, NJ: Prentice-Hall; 1968.
Fisher, J.W. and Struik, J.H.A., "Guide to Design Criteria for Bolted and Riveted Joints, " John Wiley & Sons, 1974.
Ballio, G. and Mazzolani, F., "Theory and Design of Steel Structures, " London: Chapman and Hall, 1983.
ECCS, "European Recommendations for the Design of Simple Joints in Steel Structures, " ECCS publication no 126, Technical Committee 10, Structural Connections, Belgium, 2009.
Kulak, G.L., Fisher, J.W. and Struik, J.H., "A Guide to Design Criteria for Bolted and Riveted Joints, " 2nd Edition, Willey, 1987.
CEN, "ENV 1993-1-8: Design of Steel Structures-Part 1-8: Design of Joints. CEN, Brussels, " Belgium, 2005.
AISC, "Steel Construction Manual, " 14th Edition, 2011.
BSI, "BS 5950-1:2000 Structural Use of Steelwork in Building-Part 1: Code of Practice for Design-Rolled and Welded Sections, " May 2001.
Ju S-H., Fan, C-Y, and Wu, G.H., "Three-dimensional Finite Elements of Steel Bolted Connections, " Engineering Structures, 2004, Vol. 26, pp. 403-413.
Pietrapertosa, C., Piraprez, E. and Jaspart, J-P., "Ductility Requirements in Shear Bolted Connections, " ECCS/AISC Workshop: Connections in Steel Structures V: Behaviour, Strength and Design, Amsterdam, 2004; pp. 335-345.
Wald, F., Sokol, Z., Moal, M., Mazura, V, and Muzeau, J.P., "Stiffness of Cover Plate Connections with Slotted Holes, " Eurosteel: Third European Conference on Steel Structures, Coimbra, 2002, pp. 1007-1016.
Jaspart, J-P., "Etude de la Semi-rigidité des noeuds Pouter-colonne et Son Influence Sur la Résistance et la Etabilité des Ossatures en acier, "Ph. D. Thesis, M&S Departement, Liège University, Belgium, 1991.
Weynand, K, Jaspart, J-P, and Steenhuis, M., " The Stiffness Model of Revised Annex J of Eurocode 3, " In: Proceedings of 3rd International Workshop on Connections, Trento, 1995, pp. 441-452.
Gresnigt, A. M, and Steenhuis, C.M., "Stiffness of Lap Joints with Preloaded Bolts, " In: L. Baniotopoulos and F. Wald (eds.), The paramount role of joints into the reliable response of structures, NATO ASI Series, Kluwer Academic Publishers; 2000, pp. 435-448.
Shoukry, Z. and Haisch, W.T., "Bolted Connections with Varied Hole Diameters, " Journal of the Structural Division, ASCE, Vol. 96, 1970.
CEN, "EN 1090-2: Execution of Steel Structures and Aluminium Structures-Part 2: Technical Requirements for the Execution of Steel Structures, " Brussels, 2011.
ISO, "ISO/DIS 4759-1.2: Tolérances des éléments de Fixation-Partie 1: Vis, goujons et écrous-Grades A, B et C. Projet de Norme Internationale, " 1999.
ISO, "ISO 286-2: Geometrical Product Specifications (GPS)-ISO Code System for Tolerances on Linear Sizes-Part 2: Tables of Standard Tolerance Classes and Limit Deviations for Holes and Shafts, " 2010.
Henriques J., "Ductility Requirements in Shear Bolted Connections, " Master Thesis, University of Coimbra, Portugal, 2008.
Karmalin V. V, and Pavlov A.B., "Load Capacity and Deformability of Bearing and Friction-bearing Connections, " In: Proceedings of the International Colloqquium on Bolted and Special Structural Connections, Moscow,1989; pp. 52-60.
LAGAMINE Dode, Finite Element Software, ArGEnCO Department, Liège University, Belgium.
Moze, P., Beg, D., and Lopatic, J., "Ductility and Strength of Bolted Connections Made of High Strength Steel, " In: International conference in Metal Structures "Steel-A New and Traditional Material for Buildings, " Poiana Brasov, 2006; pp. 323-330.
Freitas, S.T., "Experimental Research Project on Bolted Connections in Bearing for High Strength Steel, " Final Report of the Framework of the Socrates-Erasmus Program, 2005.
FineLg User's manual, V9.0. University of Liège (M&S) / Design office Greisch, Belgium; 2004.
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