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Department of Civil Engineering
University of Birmingham, Edgbaston, Birmingham, UK
Education:
PhD in Structural Engineering, Imperial College London, 2010
MSc, DIC in Structural Steel Design and Business Management (with distinction), Imperial College London, 2006
Dipl. Ing. (8.32/10), Aristotle University of Thessaloniki, 2005.
Research Interests:
Experimental and numerical research of structural steel, stainless steel and high strength steel structures at cross-sectional, member and system level. Other research interests include FRP-strengthened concrete structures, structural fire engineering and semi-rigid connections.
Selected Publications (For more see the link Prof. Marios Theofanous:
Marina Bock, Marios Theofanous, Samir Dirar and Paul Raybone, “Assessment of web crippling design provisions for application to proprietary soldier beams”, Structures, Vol. 20, pp 147-156, August 2019
H.X. Yuan, X.W. Chen, M. Theofanous, Y.W. Wu, T.Y. Cao and X.X. Du, “Shear behaviour and design of diagonally stiffened stainless steel plate girders”, Journal of Constructional Steel Research, Vol. 153, pp 588-602, February 2019
Wang, J., Afshan, S., Gkantou, M., Theofanous, M., Wang, J. and Gardner, L. (2017), "Flexural buckling of hot-finished high-strength steel SHS and RHS columns", J. Struct. Eng., 143(6), 04017028.
Gkantou, M., Theofanous, M., Wang, J., Baniotopoulos, C. and Gardner, L. (2017), "Behaviour and design of high-strength steel cross-sections under combined loading", Proceedings of the Institution of Civil Engineers-Structures and Buildings, 170(11), 841-854
J. Wang, S. Afshan, N. Schillo, M. Theofanous, M. Feldmann and L. Gardner, “Material properties and compressive local buckling response of high-strength steel square and rectangular hollow sections”, Engineering Structures, Vol. 130, pp 297-315, January 2017
M. Theofanous, T. Propsert, M. Knobloch and L. Gardner, “The continuous strength method for steel cross-section design at elevated temperatures”, Thin-Walled Structures, Vol. 98, Part A, pp 94-102, January 2016
J. Wang, S. Afshan, M. Gkantou, M. Theofanous, C. Baniotopoulos and L. Gardner, “Flexural behaviour of hot-finished high strength steel square and rectangular hollow sections”, Journal of Constructional Steel Research, Vol. 121, pp 97-109, June 2016
Leroy Gardner, Yidu Bu and Marios Theofanous, “Laser-welded stainless steel I-sections: Residual stress measurements and column buckling tests”, Engineering Structures, Vol. 127, pp 536-548, November 2016
M. Theofanous, A. Liew and L. Gardner, “Experimental study of stainless steel angles and channels in bending”, Structures, Vol. 4, pp 80-90, November 2015
Xiushu Qu, Zhihua Chen, David A. Nethercot, Leroy Gardner and Marios Theofanous. (under review). Push out tests and bond strength of rectangular CFST columns. Steel and Composite Structures.
Theofanous, M., Saliba, N. Zhao, O. and Gardner, L. (2014). Ultimate response of stainless steel continuous beams. Thin-Walled Structures 83, 115-127.
Manos, G.C., Theofanous, M. and Katakalos K. (2014). Numerical simulation of the shear behaviour of reinforced concrete rectangular beam specimens with or without FRP-strip shear reinforcement. Advances in Engineering Software 67, 47-56.
Xiushu Qu, Zhihua Chen, David A. Nethercot, Leroy Gardner and Marios Theofanous (2013). Load-reversed push-out tests on rectangular CFST columns. Journal of Constructional Steel Research 81(2), 35-43.
Theofanous, M. and Gardner, L. (2012). Effect of element interaction and material non linearity on the ultimate capacity of stainless steel cross-sections. Steel and Composite Structures 12(1), 73-92.
Theofanous, M. and Gardner, L. (2010). Experimental and numerical studies of lean duplex stainless steel beams. Journal of Constructional Steel Research 66 (6), 816-825.
M. Ahmer Wadee, Stylianos Yiatros and Marios Theofanous (2010). Comparative studies of localized buckling in sandwich struts with different core bending models. International Journal of Non-Linear Mechanics 45 (2), 111-120.
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