Hayder A. Rasheed
Hayder A. Rasheed
Professor of Civil Engineering, Kansas State University
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Behavior of reinforced concrete beams strengthened with externally bonded hybrid fiber reinforced polymer systems
RA Hawileh, HA Rasheed, JA Abdalla, AK Al-Tamimi
Materials & Design 53, 972-982, 2014
Tension stiffening model for concrete beams reinforced with steel and FRP bars
R Nayal, HA Rasheed
Journal of materials in civil engineering 18 (6), 831-841, 2006
Modeling of insulated CFRP-strengthened reinforced concrete T-beam exposed to fire
RA Hawileh, M Naser, W Zaidan, HA Rasheed
Engineering structures 31 (12), 3072-3079, 2009
Effects of ratio of CFRP plate length to shear span and end anchorage on flexural behavior of SCC RC beams
AK Al-Tamimi, R Hawileh, J Abdalla, HA Rasheed
Journal of Composites for Construction 15 (6), 908-919, 2011
Strengthening design of reinforced concrete with FRP
HA Rasheed
CRC Press, 2014
Ductile strengthening using externally bonded and near surface mounted composite systems
HA Rasheed, RR Harrison, RJ Peterman, T Alkhrdaji
Composite Structures 92 (10), 2379-2390, 2010
Response prediction of concrete beams reinforced with FRP bars
HA Rasheed, R Nayal, H Melhem
Composite Structures 65 (2), 193-204, 2004
Flexural behavior of reinforced concrete beams strengthened with externally bonded Aluminum Alloy plates
HA Rasheed, J Abdalla, R Hawileh, AK Al-Tamimi
Engineering Structures 147, 473-485, 2017
Shear strengthening of reinforced concrete beams using externally-bonded aluminum alloy plates: An experimental study
JA Abdalla, AS Abu-Obeidah, RA Hawileh, HA Rasheed
Construction and Building Materials 128, 24-37, 2016
Strength-fatigue behavior of fiber reinforced polymer strengthened prestressed concrete T-beams
KH Larson, RJ Peterman, HA Rasheed
Journal of Composites for Construction 9 (4), 313-326, 2005
Durability of the bond between CFRP plates and concrete exposed to harsh environments
AK Al-Tamimi, RA Hawileh, JA Abdalla, HA Rasheed, R Al-Mahaidi
Journal of Materials in Civil Engineering 27 (9), 04014252, 2015
Bond slip analysis of fiber-reinforced polymer-strengthened beams
S Pervaiz
Journal of engineering mechanics 128, 78, 2002
Rigorous procedure for calculating deflections of fiber-reinforced polymer-strengthened reinforced concrete beams
H Charkas, HA Rasheed, H Melhem
Structural Journal 100 (4), 529-539, 2003
The influence of CFRP anchorage on achieving sectional flexural capacity of strengthened concrete beams
HA Rasheed, BR Decker, A Esmaeily, RJ Peterman, HG Melhem
Fibers 3 (4), 539-559, 2015
An efficient nonlinear analysis of RC sections
HAS Rasheed, KS Dinno
Computers & structures 53 (3), 613-623, 1994
Stability of anisotropic laminated rings and long cylinders subjected to external hydrostatic pressure
HA Rasheed, OH Yousif
Journal of Aerospace Engineering 18 (3), 129-138, 2005
An efficient design procedure for flexural strengthening of RC beams based on ACI 440.2 R-08
EI Saqan, HA Rasheed, RA Hawileh
Composites Part B: Engineering 49, 71-79, 2013
Performance of CFRP-strengthened concrete beams fastened with distributed CFRP dowel and fiber anchors
MA Zaki, HA Rasheed, T Alkhrdaji
Composites Part B: Engineering 176, 107117, 2019
Simplified nonlinear analysis of strengthened concrete beams based on a rigorous approach
HA Rasheed, H Charkas, H Melhem
Journal of Structural Engineering 130 (7), 1087-1096, 2004
Full-range load-deflection response of FRP-strengthened RC flexural members anchored with FRP anchors
ST Smith, HA Rasheed, SJ Kim
Composite Structures 167, 207-218, 2017
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