American Institute of Steel Construction. Manual of steel construction - load and resistance factor design. 1st ed. Chicago, 1986.
Eurocode 3. Design of steel structures part 1.1: general rules and rules for buildings, ENV 1993-1-1. Brussels, 1992.
American Institute of Steel Construction. Extended end-plate moment connections, steel design guide S. Chicago, 1990;4.
Eurocode 3. New revised annex J: joints in building frames, ENV 1993-1-1/pr A2. Brussels, 1994.
Bernuzzi C, Zandonini R, Zanon P. Rotational behaviour of end-plate connections. Costr. Metal. 1991;2:3-32.
Krishnamurthy N. A fresh look at bolted end-plate behavior and design. Engng J, AISC 1978;15(2):39-49.
Bursi OS. An experimental-numerical method for the modelling of plastic failure mechanisms of extended end plate steel connections. Struct Engng Rev 1991;3:111-9.
Bursi OS, Jaspart JP. Benchmarks for finite element modelling of bolted steel connections. J Constr Steel Res 1997;43(1-3):17-42.
Krishnamurthy N, Graddy D. Correlation between 2 and 3-dimensional finite element analysis of steel bolted end-plate connections. Comput Struct 1976;6:381-9.
Kukreti AR, Murray TM, Abolmaali A. End plate connection moment-rotation relationship. J Constr Steel Res 1987;8:137-57.
Kukreti AR, Murray TM, Ghassemieh M. Finite element modeling of large capacity stiffened steel tee-hanger connections. Comput Struct 1989;32(2):409-22.
Chasten CP, Lu LW, Driscoll GC. Prying and shear in end plate connection design. J Struct. Engng 1992;118(5):1295-311.
Sherbourne AN, Bahaari MR. 3-D simulation of end-plate bolted connections. J Struct Engng 1994;120(11):3122-36.
Gebbeken N, Rothert H, Binder B. On the numerical analysis of end plate connections. J Constr Steel Res 1994;30:177-96.
ABAQUS - user's manual. 1994. vols 1 and 2, version 5.4. Pawtreket, RI: Hibbitt, Karlsson & Sorensen.
ABAQUS - theory manual. 1994. Version 5.4. Pawtreket, RI: Hibbitt, Karlsson & Sorensen.
Bursi OS, Leonelli L. A finite element model for the rotational behavior of end plate steel connections. In: Proc. SSRC Annual Technical Session. Chicago, 1994:163-75.
Li KP. Contribution to the numerical simulations of three-dimensional sheet forming by finite element method, chapter 2. Ph.D. thesis. MSM, University of Liege, Belgium, 1996.
Li KP, Cescotto S, Jetteur P. An element with hourglass control for large deformation analysis in three dimensions. In: Proc Third Int Conf on Computational Plasticity: Fundamentals and Applications, Barcelona, 1992:2021-32.
Jetteur P, Cescotto S. A mixed finite element for the analysis of large inelastic strains. Int J Num Meth Engng 1991;31:229-39.
Charlier R, Habraken AM. Numerical modellisation of contact phenomena by finite element method. Comput Geotech 1990;9:59-72.
Cescotto S, Habraken A-M, Radu JP, Charlier R. Some recent developments in computer simulations of metal forming processes. In: Proc 9th Int Conf on Computer Methods in Mechanics. Krakow-Rytro, Poland, 1989:19-52.
Belytschko T, Fish J, Engelmann BE. A finite element with embedded localization zones. J Comput Meth Appl Mech Engrg 1988;70:59-89.
Flanagan DP, Belytschko T. A uniform strain hexahedron and quadrilateral with orthogonal hourglass control. Int J Num Meth Engng 1981;17:679-706.
Simo JC, Rifai MS. A class of assumed strain methods and the method of incompatible modes. Int J Num Meth Engng 1990;29:1595-638.
Agerskov H. High-strength bolted connections subject to prying. J Struc Engng Div, ASCE 1976;102(1):161-75.
Bursi OS, Jaspart JP. Calibration of a finite element model for bolted end plate steel connections. J Constr Steel Res 1997;44(3):225-62.
Bathe KJ. Finite element procedures in engineering analysis. Englewood Cliffs, NJ: Prentice-Hall, 1982.
Cescotto S, Habraken A-M. Numerical modellisation of contact phenomena by the finite element method. Comput Geothec 1990;9:59-72.