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AHMED ALMOHAMMEDI
AHMED ALMOHAMMEDI
Department Of Science & Technology
Verifierad e-postadress på uark.edu
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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
72021
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
52020
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
42022
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
42022
Estimating Camber, Deflection, and Prestress Losses in Precast, Prestressed Bridge Girders
A Almohammedi, WM Hale
University of Arkansas, Fayetteville. Dept. of Civil Engineering, 2019
22019
Enhanced camber and deflection estimation for AASHTO prestressed concrete girders
A Almohammedi, CN Dang, CD Murray, WM Hale
PCI Journal 67 (6), 2022
2022
Improve the Prediction of Camber, Deflection, and Prestress Losses in Precast, Prestressed Concrete Bridge Girders
A Al Mohammedi
University of Arkansas, 2021
2021
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Artiklar 1–7