Mohamed F.M. Fahmy - 东南大学

个人简介

Mohamed F.M. FahmySoutheast University Nanjing, China, 210096 Current Position:Associate Professor, International Institute for Urban Systems Engineering, Southeast University, China Education:Ph.D., Civil Eng., Ibaraki University, Japan, 2010Concentrations: RC Bridges, Damage-control, Strengthening and RepairDissertation: Enhancing Recoverability and Controllability of Reinforced Concrete Bridge Frame Columns Using FRP CompositesM.Sc., Civil Eng., Assiut University at Egypt, 2003Concentrations: Composite structuresThesis: Static Behavior of Columns of Different Shapes of Hollow Steel Sections Filled with Concrete B.Sc, Civil Eng., Assiut University, Assiut, Egypt, 1999 Experience:Assistant Professor, 2010 - 2014Assiut University, EgyptTeaching:Undergraduate Courses (Special course of Reinforced Concrete Bridges, Theory of Structures-1, Theory of Structures-2, Computer Application in Civil Engineering, Design of Steel Constructions, Design of Steel Bridges), and Postgraduate Courses (Theory of Plasticity and Failure of Structures, Advanced Concrete Mechanics, Composite Structures, Dynamic of Structures).Assistant Lecturer, 2004 - 2006Assiut University, EgyptTeaching: Undergraduate Courses (design of Pre-stressed Reinforced Concrete Structures, Design of Reinforced Concrete Tanks, Properties and Strength of Materials) Demonstrator, 1999 - 2004 Assiut University , EgyptTeaching: Undergraduate Courses (Properties and Strength of Materials, Theory of Structures, Design of Steel Constructions, Design of Steel Bridges, Design of Reinforced Concrete Structures) BOOKS:10.Fahmy, M.F.M., Preventing failure in advanced composites, Chapter 21, Advanced Composites in Civil Engineering, Bai, J.(Ed.), Woodhead Publishing Limited, 2012, (In Press).11.Fahmy, M.F.M. and Wu, Z.S., Bond-based earthquake-proof of RC bridge columns reinforced with steel rebars and SFCBs, Earthquake-Resistant Structures - Design, Assessment and Rehabilitation, Abbas Moustafa (Ed.), (2012), ISBN: 978-953-51-0123-9, InTech, Availablefrom: http://www.intechopen.com/books/earthquake-resistant-structures-design-assessment-and-rehabilitation/bond-based-earthquake-proof-of-rc-bridge-columns-reinforced-with-steel-rebars-and-sfcbsJournal Referee: Engineering Structures, Construction and Building Materials, and Composites for Construction (ASCE)AWARDS: •Outstanding Undergraduates award, Assiut University, (1994-1999).•PhD Scholarship Award, Egyptian Government, (2006-2010).COMPETENCIES & INTERESTS•Arabic : Mothertongue •English: Fluent•German: Grundstufe III (Intensive Couse of more than 400 hours)•and French: Basic Knowledge •Japanese: Few about Basic KnowledgeComputer Skills: •Microsoft Office, Internet• Open System for Earthquake Engineering Simulation (Open SEES), DIANA Software, Sap2015, MATLAB, C++, and SPSS•AutoCAD

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REFEREED JOURNAL:1.Arafa M. A. Ibrahim, Fahmy, M. F. M.and Zhishen Wu. Numerical Simulation on Fracturing Bond Mechanisms of Different Basalt FRP Bars. Journal of applied mechanics (JSCE), 2015. (In Print)2.Fahmy, M.F.M and Wu, Z.S. Exploratory Study of Seismic Response of Deficient Lap-Splice Columns Retrofitted with Near Surface–Mounted Basalt FRP Bars. Journal of Structural Engineering (ASCE), 2015. (In print)3.Ibrahim, A., Wu, Z., Fahmy, M.F.M., and Kamal, D. "Experimental Study on Cyclic Response of Concrete Bridge Columns Reinforced by Steel and Basalt FRP Reinforcements." J. Compos. Constr., 10.1061/ (ASCE) CC.1943-5614.0000614 , 04015062, (2015). 4.Awadallah, Z. H., Ahmed, M. M., Farghal, O. A., Fahmy, M. F. M. Some parameters affecting shear behavior of high strength fiber reinforced concrete beams longitudinally reinforced with BFRP rebars.Journal of Engineering Sciences Assiut University Faculty of Engineering Vol. 42 No. 5 September 2014.5.Wu, Z.S.,Fahmy, M.F.M., and Wu G. , Damage-controllable structure systems using FRP composites, Journal of Earthquake and Tsunami, Vol. 5 , No. 3, pp. 241-258, 2011.6.Fahmy, M.F.M., Wu, Z.S., and Wu, G., Safety-enhancement of RC bridge frame columns using bond-based damage-controllable steel basalt-fiber composite bars, Special Publication of American Concrete Institute (ACI, SP-275-26), 2011.7.Fahmy, M.F.M., Wu, Z.S., Wu, G., and Sun, Z.Y., Post-yield stiffnesses and residual deformations of RC bridge columns reinforced with ordinary rebars and steel fiber composite bars.” Journal of Engineering Structures, Vol. 32, pp. 2969-2983, 2010.8.Fahmy, M.F.M and Wu, Z.S., Evaluating and proposing models of circular columns confined with different FRP composites” Journal of Composites: B, Vol. 41, No. 3, pp. 199-213, 2010.9.Fahmy, M.F.M., Wu, Z.S., and Wu, G., Post-earthquake recoverability of existing RC bridge piers retrofitted with FRP composites, Construction and Building Materials, Vol. 24, No. 6, pp. 980-998, 2010.10.Fahmy, M.F.M., Wu, Z.S., and Wu, G., Seismic performance assessment of damage-controlled FRP-retrofitted RC bridge columns using residual deformations, Journal of Composites for Construction, ASCE, Vol.13, No. 6, pp. 498-513, Nov., 2009. 11.Fahmy, M.F.Mand Wu, Z.S., Stress-strain relationship of circular columns confined with different FRP composites, Journal of Applied Mechanics, (JSCE), Vol. 12, pp. 945-956, 2009.12.Wu, Z.S., Fahmy, M.F.M., and Wu, G., Safety enhancement of urban structures with structural recoverability and controllability, Journal of Earthquake and Tsunami, Vol.3, No. 3, pp.143-174, 2009. CONFERENCE PROCEEDINGS: 1.Fahmy, M. F.M. and Ibrahim, Z. Steel-CFRP Composite Bars as Shear Reinforcement for RC T-Beams. 18th International Conference on Composite Structures, 15-18 June, 2015, Lisbon, Portugal. 2.Fahmy, M. F.M. and Wu, Z. Restoration of Pre-damaged RC Bridge Columns with Deficient Plastic Hinge Regions Using Basalt FRP. World Congress on Advances In Structural Engineering And Mechanics Songdo, Convensia Incheon, South Korea; 25-29 Aug 2015.3.Essa, A.A.A., Fahmy, M.F.M., Farghal, O., and Megahd, A. Application of Different Stress-Strain Models of FRP-Confined Concrete in Numerical Evaluation of Ductility of FRP-Jacketed Circular Columns. 14th International Conference on Structural & Geotechnical Engineering; Cairo, Egypt, Dec. 2015.4.Ibrahim, A. M. A., Fahmy, M. F.M., and Wu, Z. Damage-Controllable Basalt FRP Steel Reinforced Concrete Structural System. The 12th International Symposium on Fiber Reinforced Polymers for Reinforced Concrete Structures (FRPRCS-12) & The 5th Asia-Pacific Conference on Fiber Reinforced Polymers in Structures (APFIS-2015) Joint Conference, 14-16 December 2015, Nanjing, China.5.Ismail, A. M., Fahmy, M. F.M., and Wu, Z. Comparative Study among FRP-Confined Concrete Stress-Strain Models for simulating cyclic response of Circular RC Columns. The 12th International Symposium on Fiber Reinforced Polymers for Reinforced Concrete Structures (FRPRCS-12) & The 5th Asia-Pacific Conference on Fiber Reinforced Polymers in Structures (APFIS-2015) Joint Conference, 14-16 December 2015, Nanjing, China.6.Hassanean, Y.A., Diab, H. M.A., Fahmy, M.F.M., and Ismail, M.M.A., Behavior of reinforced high-strength concrete short columns subjected to high temperature. International Conference On Advances In Structural And Geotechnical Engineering (ICASGE'15) , 20157.Ahmed, M. K., Fahmy, M.F.M., Farghl, O. A. and Ahmed, A. M., Effect of axial stiffness of FRP bars longitudinal reinforcement on the shear capacity of RC beams; FEM Analysis, International Conference On Advances In Structural And Geotechnical Engineering (ICASGE'15) , 2015.8.Fathi, M. A., Fahmy, M. F.M., and Mahmoud, M. A. Bond slip performance-based model for NSM reinforcement in concrete elements. TheEighth Alexandria International Conference on Structural and Geotechnical Engineering (AICSGE7), Alexandria, Egypt, April 2014.9.Awadallah, Z. H., Fahmy, M. F.M., Farghl, O. A. and Mahmoud, M. A. Shear behavior of concrete beams reinforced with a new classof composites based on using BFRP rebars The Eighth Alexandria International Conference on Structural and Geotechnical Engineering (AICSGE7), Alexandria, Egypt, April 2014.10.Fahmy, M.F.M. and Wu, Z.S., Retrofitting of existing RC square bridge columns using basalt FRP rebars, CD-ROM, 6th International Conference on FRP Composites in Civil Engineering (CICE2012), Rome, Italy, June, 2012.11.Fahmy, M.F.M. Wu, Z.S. and Wu, G., Effect of bond parameterson recoverability of RC bridge columns reinforced with ordinary rebars and steel fiber composite bars, CD-ROM, 5th International Conference on FRP Composites in Civil Engineering (CICE2010), Beijing, China, 2010.12.Fahmy, M.F.M., Wu, Z.S., and Wu, Gang, Mitigation of residual deformations of RC bridge piers using steel fiber composite bars as longitudinal reinforcement, CD –ROM, 7CUEE & 5ICEE International Conference on Earthquake Engineering, Tokyo, Japan, 2010.13.Wu, Z.S., Wu, G., Fahmy, M.F.M., and Sun, Z.Y. Recoverability enhancement of reinforced concrete bridge piers with FRP composites, 9th US National & 10th Canadian Conference on Earthquake Engineering, 2010.14.Fahmy, M.F.M. and Wu, Z.S., Seismic performance of FRP retrofitted RC bridge piers with explicit consideration of residual deformations, CD-ROM, 9th International Symposium on Fiber Reinforced Polymer Reinforcement for Concrete Structures (FRPRCS-9), Sydney, Australia, 2009. 15.Fahmy, M.F.M. and Wu, Z.S., Recoverability of FRP retrofitted columns with lap splice and plastic hinge deficiency, CD-ROM, 4th International Conference on FRP Composites in Civil Engineering (CICE2008), Zurich, Switzerland, 2008. 16.Fahmy, M.F.M. and Wu, Z.S., Second stiffness of FRP retrofitted bridge columns with shear deficiency, Proc., International Symposium on Innovation &Sustainability of Structures in Civil Engineering-ISISS, Shanghai, China, pp. 864-872, 2007. 17.Megahed, A., Abdelhafez, A., Abdelkhalek, M.F., and Fahmy, M.F.M., Experimental study for statical behavior of concrete-filled steel columns having different cross-section shapes, Proceeding of 1st International Conference of Civil EngineeringSciences, ICCES1, Vol. 1, pp. 612-623, Assiut, Egypt, October, 2003. ON GOING PLAN OF PUBLICATION: 1.Ibrahim, A. M. A., Fahmy, M.F.M., and Wu, Z (2015).3D Finite Element Modeling of Bond-Controlled Behavior of Steel and Basalt FRP-Reinforced Concrete Square Bridge Columns under Lateral Loading. J. of Composite structures (Submitted for the second revision in October 2015)2.Fahmy, M.F.M. and Farghal, O. FRP-Confined Rectangular Columns under Small Eccentric Loading. J. of Reinforced Plastic and Composites. (Submitted in December 2015).3.Fahmy, M.F.M., Ibrahim, Z. and Wu, Z. (2015). Experimental and Numerical Evaluation of Shear Behavior of Reinforced Concrete T-Beams with Hybrid Steel-FRP Stirrups. J. of Construction and Building Materials, (Submitted).4.Fahmy, M.F.M., Wu, Z, Sayeed, S.A., and Ismail, A. M. Restorability of Predamged RC Bridges after Seismic Actions.5.Ismail, M.A., Fahmy, M.F.M., and Wu, Z. Comparative Numerical Study Evaluating the Impact of Several Parameters Controlling the Accuracy of Cyclic Response of FRP-Retrofitted Columns.6.Fahmy, M.F.M., Wu, Z., and Ibrahi, H.A. Effect of bond parameters of NSM BFRP bars on Cyclic Response of Flexural-Deficient Bridge Columns.7.Kamal, D., Fahmy, M.F.M, and Wu, Z. Design Factors Affecting Ultimate State of Steel-FRP Reinforced Bridge Columns. 8.Fahmy, M.F.M., Fathy, G.S., and Farghal, O. Effects of Column Reinforcement Details on the Behavior of Beam-Column Joints. 9.Fahmy, M.F.M. Book Chapter about FRP Strengthening of Columns.