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Professor Sabrina Fawzia

School of Civil and Environmental Engineering
Queensland University of Technology, Brisbane, Australia

Research Interests:
Carbon fiber reinforced polymer (CFRP), Steel structure, Structural health monitoring, Finite element model, Structural strengthening and rehabilitation, Disaster mitigation of structures,, Impact and energy absorption of structures, Seismic response of structures, Microstructure modeling

Selected Publications (For more see the link, Prof. Sabrina Fawzia):
S. Fawzia, Bond characteristics between steel and carbon fiber reinforced polymer (CFRP) composites, Civil Engineering Department, Monash University, Melbourne
Fawzia, S., Al-Mahaidi, R., Zhao, X.L. and Rizkalla, S. (2007), “Strengthening of circular hollow steel tubular sections using high modulus CFRP sheets”, Construction and Building Materials, Vol. 21, issue 4, 839-847.
S. Fawzia, M.A. Karim, “Investigation into the bond between CFRP and steel plates”, World Acad. Sci. Eng. Technol., 53 (2009)
Md Iftekharul Alam, Sabrina Fawzia, Xuemei Liu and C.R.J. Batuwitage, “Dynamic simulation of CFRP Strengthened steel column under impact loading”, 23rd Australian Conference on the Mechanics of Structures and Materials (ACMSM23), Byron Bay, Australia, 9-12 Devember 2014
C.R.J. Batuwitage, Sabrina Fawzia, Xuemei Liu and Md Iftekharul Alam, “Finite element modeling of carbon fibre reinforced polymer (CFRP) strengthened steel tubes under axial impact”, 23rd Australian Conference on the Mechanics of Structures and Materials (ACMSM23), Byron Bay, Australia, 9-12 Devember 2014
Md. Humayun Kabir, Sabrina Fawzia and Tommy H.T. Chan, “Effects of layer orientation of CFRP strengthened hollow steel members”, Gradevinar Vol. 67 No. 5, pp 441-451, 2015, DOI: 10.14256/JCE.1127.2014
Alam, M.I. and Fawzia, S. (2015), "Numerical studies on CFRP strengthened steel columns under transverse impact", Compos. Struct., 120, 428-441
Alam MI, Fawzia S, Liu X. Effect of bond length on the behaviour of CFRP strengthened concrete-filled steel tubes under transverse impact. Composite Structures 2015;132:898-914

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