Technical Work Group 8.2, Analysis and design of steel frames with semi-rigid joints. European Convention for Constructional Steelwork (ECCS), Brussels, Vol. 67, 1992.
AISC, Manual of Steel Construction - Load and Resistance Factor Design, 1st edn. American Institute of Steel Construction (AISC), Chicago, IL, 1986.
Eurocode 3, ENV 1993-1-1, Design of steel structures, Part 1.1: general rules and rules for buildings. CEN, Brussels, 1992.
Eurocode 3, ENV 1993-1-1/pr A2, New revised Annex J: joints in building frames. CEN, Brussels, 1994.
Cescotto, S., Habraken, A.-M., Radu, J.-P. and Charlier, R., Some recent developments in computer simulations of metal forming processes. Proceedings of the 9th International Conference on Computer Methods in Mechanics, Vol. 4, Krakow-Rytro, Poland, 1989, pp. 19-52.
Bursi, O. S. and Jaspart, J. P., Calibration of a finite element model for isolated bolted end plate steel connections. Journal of Construction Steel Research, in press.
ABAQUS Theory Manual, Vers. 5.4. Hibbitt, Karlsson and Sorensen Inc., USA, 1994.
ABAQUS User's Manual, Vers. 5.4, Vols I and II. Hibbitt, Karlsson and Sorensen Inc., USA, 1994.
Krishnamurthy, N. and Graddy, D., Correlation between 2- and 3-dimensional finite element analysis of steel bolted end-plate connections. Computers and Structures, 1976, 6, 381-389.
Kukreti, A. R., Murray, T. M. and Abolmaali, A., End plate connection moment-rotation relationship. Journal of Construction Steel Research, 1987, 8, 137-157.
Ziomek, D., Tomana, A. and Waszczyszyn, Z., Finite element modeling of end plate connection versus experimental results. In Proceedings of Semi-Rigid Behaviour of Civil Engineering Structural Connections-COST C1, ed. A. Colson. Strasbourg, 1992, pp. 433-442.
Sherbourne, A. N. and Bahaari, M. R., 3D simulation of end-plate bolted connections. Journal of Structural Engineering, 1994, 120(11), 3122-3136.
Ahmed, B., Li, T. Q. and Nethercot, D. A., Modelling composite connection response. Proceedings of Third International Workshop on Connections in Steel Structures, Villa Madruzzo, Trento, 1995.
Rothert, H., Gebbeken, N. and Binder, B., Non-linear three-dimensional finite element contact analysis of bolted connections in steel frames. International Journal for Numerical Methods in Engineering, 1992, 34, 303-319.
Gebbeken, N., Rothert, H. and Binder, B., On the numerical analysis of endplate connections. Journal of Construction Steel Research, 1994, 30, 177-196.
Bathe, K.-J., Finite Element Procedures in Engineering Analysis. Prentice-Hall, Englewood Cliffs, NJ, 1982.
Jaspart, J. P., Numerical simulation of a T-stub - experimental data. COST C1, Numerical Simulation Working Group, Doc. C1WD6/94-09, 1994.
Bursi, O. S., A refined finite element model for tee-stub steel connections. COST C1, Numerical Simulation Working Group, Doc. C1WD6/95-07, 1995.
Li, K. P., Cescotto, S. and Jetteur, P., An element with hourglass control for large deformation analysis in three dimensions. Proceedings of Third International Conference on Computational Plasticity: Fundamental and Applications, Barcelona, 1992, pp. 2021-2032.
Charlier, R. and Habraken, A. M., Numerical modellisation of contact phenomena by finite element method. Computers and Geotechnics, 1990, 9, 59-72.
Belytschko, T., Fish, J. and Engelmann, B. E., A finite element with embedded localization zones. Journal of Computational Methods in Applied Mechanics and Engineering, 1988, 70, 59-89.
Bille, J. P., Cescotto, S., Habraken, A. M. and Charlier, R., Numerical approach of contact using an augmented Lagrangian method. Proceedings of Second Contact Mechanics International Symposium, Carry-le-Rouet, 1994, pp. 19-23.
Cescotto, S. and Habraken, A. M., A note on the response to simple shear of elasto-plastic material with isotropic hardening. European Journal of Mechanics A: Solids, 1991, 10, 1-13.
Li, K. P., Contribution to the numerical simulations of three-dimensional sheet forming by finite element method. Ph.D. thesis, MSM, University of Liege, Belgium, 1996, Chap. 2.
Jetteur, P. and Cescotto, S., A mixed finite element for the analysis of large inelastic strains. International Journal of Numerical Methods in Engineering, 1991, 31, 229-239.
Agerskov, H., High-strength bolted connections subject to prying. Journal of Structural Engineering Division, ASCE, 1976, 102(1), 161-175.
Giovannozzi, R., Costruzioni di Macchine, 1986, 1, Patron.
ISO 262-ISO General Purpose Metric Screw Threads - Selected Sizes for Screws, Bolts and Nuts, 1973.
Malvern, L. E., Introduction to the Mechanics of a Continuous Medium. Prentice-Hall, Englewood Cliffs, NJ, 1969.
