Usama Ebead
Usama Ebead
Professor, Department of Civil and Architectural Engineering, Qatar University
Verified email at
Cited by
Cited by
Flexural strengthening of RC beams with externally bonded CFRP systems: Test results and 3D nonlinear FE analysis
R Kotynia, H Abdel Baky, KW Neale, UA Ebead
Journal of Composites for Construction 12 (2), 190-201, 2008
Fresh and hardened properties of seawater-mixed concrete
A Younis, U Ebead, P Suraneni, A Nanni
Construction and Building Materials 190, 276-286, 2018
Fiber-reinforced polymer strengthening of two-way slabs
UA Ebead, H Marzouk
ACI Structural Journal 101 (5), 650-659, 2004
Strengthening of two-way slabs using steel plates
UA Ebead, H Marzouk
ACI Structural Journal 99 (1), 23-31, 2002
Effectiveness of Fabric-Reinforced Cementitious Matrix in Strengthening Reinforced Concrete Beams
U Ebead, KC Shrestha, MS Afzal, A Nanni, A Elrefai
Journal of Composites for Construction 21 (2), 1-14, 2017
Flexural and interfacial behavior of FRP-strengthened reinforced concrete beams
HA Baky, UA Ebead, KW Neale
Journal of Composites for Construction 11 (6), 629-639, 2007
Different FRCM systems for shear-strengthening of reinforced concrete beams
A Younis, U Ebead, KC Shrestha
Construction and Building Materials 153, 514-526, 2017
Life cycle cost analysis of structural concrete using seawater, recycled concrete aggregate, and GFRP reinforcement
A Younis, U Ebead, S Judd
Construction and Building Materials 175, 152-160, 2018
Studies on mechanically fastened fiber-reinforced polymer strengthening systems
WE Elsayed, UA Ebead, KW Neale
ACI Structural Journal 106 (1), 49-59, 2009
Engineering Students' Readiness to Transition to Emergency Online Learning in Response to COVID-19: Case of Qatar.
KK Naji, X Du, F Tarlochan, U Ebead, MA Hasan, AK Al-Ali
EURASIA Journal of Mathematics, Science and Technology Education 16 (10), 2020
Tension-stiffening model for FRP-strenghened RC concrete two-way slabs
UA Ebead, H Marzouk
Materials and structures 38, 193-200, 2005
Nonlinear micromechanics-based bond–slip model for FRP/concrete interfaces
HA Baky, UA Ebead, KW Neale
Engineering Structures 39, 11-23, 2012
Hybrid NSE/EB technique for shear strengthening of reinforced concrete beams using FRCM: Experimental study
TG Wakjira, U Ebead
Construction and Building Materials 164, 164-177, 2018
Performance of FRCM-Strengthened RC Beams Subject to Fatigue
V Pino, H Hadad, F Basalo, A Nanni, U Ebead, A El-Refai
Journal of Bridge Engineering 22 (10), 04017079, 2017
Mechanically fastened FRP-strengthened two-way concrete slabs with and without cutouts
WE Elsayed, UA Ebead, KW Neale
Journal of Composites for Construction 13 (3), 198-207, 2009
Effect of corrosion damage on the flexural performance of RC beams strengthened with FRCM composites
M Elghazy, A El Refai, U Ebead, A Nanni
Composite Structures 180, 994-1006, 2017
Tensile lap splicing of fiber-reinforced polymer reinforcing bars in concrete
R Aly, B Benmokrane, U Ebead
ACI structural journal 103 (6), 857, 2006
Bond characteristics of different FRCM systems
A Younis, U Ebead
Construction and Building Materials 175, 610-620, 2018
Hybrid externally bonded/mechanically fastened fiber-reinforced polymer for RC beam strengthening
UA Ebead
ACI Structural Journal 108 (6), 669-678, 2011
Hydration, pore solution, and porosity of cementitious pastes made with seawater
L Montanari, P Suraneni, M Tsui-Chang, M Khatibmasjedi, U Ebead, ...
Journal of Materials in Civil Engineering 31 (8), 04019154, 2019
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