Zaki, M. A. and Rasheed, H. A., “Impact of Efficiency and Practicality of CFRP Anchor Installation Techniques on the Performance of RC Beams Strengthened with CFRP Sheets,” Canadian Journal of Civil Engineering. 2019, 46(9), 796-809.
Zaki, M. A., Rasheed, H. A. and Alkhrdaji, T., “Performance of CFRP-Strengthened Concrete Beams Fastened with Distributed CFRP Dowel and Fiber Anchors,” Composites Part B: Engineering. Nov. 2019, 176, p. 107117.
Abouelleil, A. M., and Rasheed, H. A., “Shear Crack Prediction in Shallow RC Beams using a Nonlinear Approach,” ACI Structural Journal. Nov. 2019, 116(6), 153-163.
Zaki, M. A., Rasheed, H. A., Roukerd, R. R., and Raheem, M. M. “Performance of Reinforced Concrete T Beams Strengthened with Flexural CFRP Sheets and Secured Using CFRP Splay Anchors,” Engineering Structures. 210, 2020, 110304.
Saqan, E. I., Rasheed, H. A. and Alkhrdaji, T. “Seismic Behavior of CFRP-Strengthened RC Members with Various Anchors,” ACI Structural Journal. Vol. 117, No. 4, 2020, pp. 1-12.
Zaki, M. A. and Rasheed, H. A., “Behavior of Reinforced Concrete Beams Strengthened Using CFRP Sheets with Innovative Anchorage Devices,” Engineering Structures. 215, 2020, 110689.
Rasheed, H. A., Ahmadi, H., and Halim, A. H., “Stability of Thin Web Composite Cantilever Beams of Random Lamination,” International Journal of Structural Stability and Dynamics. Vol 20, No. 13, 2020, 2041016.
Zaki, M. A. and Rasheed, H. A., “Characterizing Debonding Strain in Sand-Lightweight High Strength Concrete T Beams Strengthened with CFRP Sheets,” Composite Structures, 262, 2021, 113630.
Raheem, M. M. and Rasheed, H. A., “Development of an Objective Model to Predict Shear Capacity of FRP U-wrap Anchors,” Composite Structures, 265, 2021, 113762.
Abouelleil, A. M., and Rasheed, H. A., “Calibrating a New Constitutive Tension Model to Extract a Simplified Nonlinear Sectional Analysis of Reinforced Concrete Beams,” Applied Sciences-Basel. 2021, 11, 2292.
Abouelleil, A. M., Rasheed, H. A., and Fletcher, E., “Damage Detection in Concrete Bridge T Girders using 3D Finite Element Simulations Trained by Artificial Neural Network,” ACI Special Publication 350, SP 350-1, 2021, pp. 1-15.
Rasheed, H. A. and Raheem, M. M., “Novel Truss Analogy Approach to Analyze Reinforced Concrete Deep Beams Strengthened with Externally Bonded FRP Systems,” Journal of Structural Engineering, ASCE, 147 (12), 2021, 04021200.
Al Shboul, K. W., Rasheed, H. A. and Alshareef, H. A., “Intelligent Approach for Accurately Predicting Fatigue Damage in Overhead Highway Sign Structures,” Structures, 34, 2021, pp. 3453-3463.
Al Shboul, K. W., Raheem, M. M. and Rasheed, H. A., “Debonding Characterization for All-Lightweight RC T-Beams Strengthened in Flexure with FRP,” Journal of Building Engineering, 44, 2021, 103377.
Rasheed, H. A., Zaki, M. A. and Foerster, A. S., “Efficient Bidirectional U-Wrap System to Anchor CFRP Sheets Bonded to Reinforced Concrete T-Girders,” Structures, 38, 2022, pp. 226-236.
Raheem, M. M. and Rasheed, H. A., “Novel Truss Analogy Model to Predict Full Response of RC Deep Beams,” ACI Structural Journal, 119, (4), July 2022.
Abdalla, J. A., Hawileh, R. A. and Rasheed, H. A., “Behavior of Reinforced Concrete Beams Strengthened in Flexure using Externally Bonded Aluminum Alloy Plates,” Structural Integrity Procedia, 37, 2022, pp. 652-659.
Alshareef, H. A., Al Shboul, K. W., Rasheed, H. A., and Abouelleil, A. M. “Analytical-Based Application Software for Estimating Remaining Fatigue Life of Non-Cantilevered Sign Structures,” Engineering Structures, 262, 2022, 114315.