Tarek Kamal Hassan

tarek_kamal@eng.asu.edu.eg
Department of Structural Engineering - Engineering
Internal ID: rp12544
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Full Name
Tarek Kamal Hassan
 
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Biography
Dr. Hassan is a Professor of Concrete Structures at Ain Shams University, Cairo, Egypt. He received his Ph.D. and M.Sc. from the University of Manitoba, Canada in 2002 and 1998, respectively. His research includes analysis and design of highrise concrete buildings, non-linear finite element analysis of concrete structures and the use of fiber reinforced polymers in strengthening concrete structures. He has published over 70 research papers in the field of reinforced and prestressed concrete design.

Publications

Results 1-20 of 26 (Search time: 0.0 seconds).

Issue DateTitleAuthor(s)
11-Aug-2000Segmental Precast Concrete Piles: A Solution For UnderpinningHassan Tarek ; Rizkalla, Sami; Rihal, Sital; Parmantier, Dominic
21-Oct-2000FIBRE REINFORCED POLYMER REINFORCING BARS FOR BRIDGE DECKSHassan Tarek ; A Abdelrahman; G Tadros; S Rizkalla
31-Dec-2002Effectiveness of FRP for strengthening concrete bridgesRizkalla, Sami; Hassan Tarek 
42003Design recommendations for the use of FRP for reinforcement and strengthening of concrete structuresRizkalla, Sami; Hassan Tarek ; Hassan, Nahla
52003Investigation of bond in concrete structures strengthened with near surface mounted carbon fiber reinforced polymer stripsHassan Tarek ; Rizkalla, Sami
62004Bond mechanism of NSM FRP bars for flexural strengthening of concrete structuresHassan Tarek ; Rizkalla, S
72005Finite element analysis and theoretical study of punching shear strength of concrete bridge decksMufti, Aftab A; Hassan Tarek 
82005Effect of Moisture Content on the Air Permeability of ConcreteHassan Tarek ; Zia, P
92007Modeling of L-shaped, precast, prestressed concrete spandrelsHassan Tarek ; Lucier, Gregory; Rizkalla, Sami; Zia, Paul
102007Flexural behavior of aged prestressed concrete girders strengthened with various FRP systemsRosenboom, Owen; Hassan Tarek ; Rizkalla, Sami
111-Oct-2007Finite element study of shear behavior of spandrel ledges and comparison with PCI shear design provisionsTK Hassaan 
122008Shear behavior of large concrete beams reinforced with high-strength steelHassan Tarek ; Seliem, Hatem M; Dwairi, Hazim; Rizkalla, Sami H; Zia, Paul
132008Properties of adhesives and CPVC materials proposed for steel tank liningHassan Tarek ; Vickery, John D; Rizkalla, Sami H
141-Jan-2009Effect of Strand Debonding on Prestressed Concrete Girder Shear PerformanceShahawy, M; TK Hassaan 
151-Apr-2010Analysis and design guidelines of precast, prestressed concrete, composite load-bearing sandwich wall panels reinforced with CFRP gridHassan Tarek ; Rizkalla, Sami H
162011Behavior of insulated precast, prestressed concrete sandwich wall panels reinforced with CFRP shear gridFrankl, Bernard A; Lucier, Gregory W; Hassan Tarek ; Rizkalla, Sami H
171-Apr-2011Behavior of precast, prestressed concrete sandwich wall panels reinforced with CFRP shear gridFrankl, Bernard A; Lucier, Gregory W; TK Hassaan ; Rizkalla, Sami H
182012Splice strength of large diameter, high strength steel reinforcing barsHassan Tarek ; Lucier, Gregory W; Rizkalla, Sami H
191-Jan-2012Special Cementitious Bonding Material For FRP Strengthening SystemsSoliman, Judy; Hassan Tarek ; Abdelrahman, Amr; Hamdy, Osama; Rizkalla, Sami
202013Torsional strengthening of reinforced concrete beams using CFRP SheetsEl-Kateb, Mahmoud M; Abdel Rahman, AA; Hassan Tarek