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Department of Structural Engineering
Laboratory of Metal Structures
National Technical University of Athens
Selected Publications:
Ioannidis, G.; Kounadis, A. N. (1984): Finite displacement analysis for the elastic and inelastic instability of simple frames. In: Euromech colloquium 190: Dynamical stability of inelastic structures. Technische Universität Hamburg - Harburg, FRG
A.N. Yiagos, G. Ioannidis and A.N. Kounadis, “The effect of interaction of loadings and geometry imperfection on the buckling state of frames”, Computational Mechanics, Vol. 5, Nos 2-3, pp 95-103, 1989
G. Ioannidis, O. Mahrenholtz and A.N. Kounadis, “Lateral post-buckling analysis of beams”, Archive of Applied Mechanics, Vol. 63, No. 3, pp 151-158, 1993
Kounadis, A.N., Ioannidis, G.: Lateral postbuckling analysis of beam columns. J Eng Mech Div ASCE 120(4) 695–706 (1994)
Ioannidis G.Ι. (1997) “Lateral buckling analysis of I-beams subjected to follower loading”,
Facta Universitatis, University of Nis, 2, 269-275.
Ioannidis G.Ι. and Kounadis A.N. (1998) “Flexural-torsional postbuckling analysis of centrally
compressed bars with open thin-walled cross-section”, Engineering Structures, 21/9, 55-61.
Ioannidis G.Ι., Ermopoulos J.H. and Kounadis A.N. (1999) “Stability analysis of bars with asymmetric open thin-walled cross-sections under eccentric axial thurst”, Facta Universitatis, University of Nis, Series “Mechanics, Automatic Control and Robotics”, 2 (8).
Ioannidis G.Ι., Polyzois D.J and Kounadis A.N. (2000) “Elastic limit state flexural-torsional postbuckling analysis of bars with open thin walled cross-sections under axial thrust”, Engineering Structures, 22, 472-479.
Kounadis, A.N.; Ioannidis, G.; Lignos, X.: Stability analysis of a two-bar frame using catastrophe theory. In: Proceedings Eurosteel ‘02, Coimbra 1 (2002) 149–161
Lignos X., Ioannidis G.Ι. and Kounadis A.N. (2003) “Nonlinear buckling of simple models with tilted cusp catastrophe”, Int. J. of Non – Linear Mechanics, 38, 1163 – 1172.
Ioannidis G.Ι., Raftoyannis I.G. and Kounadis A.N. (2004) “Nonlinear buckling of imperfect systems with symmetric imperfections”, Int. J. of Archive of Applied Mechanics, 73, 711-717.
Ioannidis G.Ι. and Raftoyiannis I.G. (2005) “A simplified non linear stability analysis of an imperfect rectangular two-bar frame”, Int. J. of Computational Mechanics, 35(2), 127-133.
Ioannidis G.Ι. (2004) “Postbuckling analysis of centrally compressed bars with open thin- walled cross-section”, Facta Universitatis, University of Nis, 4, 17.
Ioannidis G.Ι., Raftoyiannis I.G. and Kounadis A.N. (2005) “A method for the Direct Evaluation of Buckling Loads of an Imperfect Two – Bar Frame”, Int. J. of Archive of Applied Mechanics, 74, 299-308.
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