| Investigation of measured prestress losses compared with design prestress losses in AASHTO Types II, III, IV, and VI bridge girders. A Almohammedi, CD Murray, CN Dang, WM Hale PCI Journal 66 (3), 2021 | 11 | 2021 |
| Bond model of 15· 2 mm strand with consideration of concrete creep and shrinkage RS Kareem, A Al-Mohammedi, CN Dang, JR Martí-Vargas, WM Hale Magazine of Concrete Research 72 (15), 799-810, 2020 | 7 | 2020 |
| Analytical model for predicting prestress transfer bond-related parameters of 18 mm prestressing strands A Almohammedi, RS Kareem, CN Dang, JR Martí-Vargas, WM Hale Journal of Building Engineering 56, 104709, 2022 | 4 | 2022 |
| Practical ultra-high-strength concrete for precast concrete applications A Al Mohammedi, CD Murray, CN Dang, WM Hale PCI J 67 (3), 3-01, 2022 | 4 | 2022 |
| Enhanced camber and deflection estimation for AASHTO prestressed concrete girders A Almohammedi, CN Dang, CD Murray, WM Hale PCI Journal 67 (6), 2022 | 2 | 2022 |
| Estimating Camber, Deflection, and Prestress Losses in Precast, Prestressed Bridge Girders A Almohammedi, WM Hale University of Arkansas, Fayetteville. Dept. of Civil Engineering, 2019 | 2 | 2019 |
| Improve the Prediction of Camber, Deflection, and Prestress Losses in Precast, Prestressed Concrete Bridge Girders A Al Mohammedi University of Arkansas, 2021 | | 2021 |
Micah HaleProfessor of Civil Engineering, University of ArkansasVerifisert e-postadresse på uark.edu