Follow
Sayed Ahmed
Sayed Ahmed
Associate Professor- Structural Engineering Department - Zagazig University
Verified email at zu.edu.eg
Title
Cited by
Cited by
Year
Effect of steel fibers on behavior of ultra high performance concrete
HKS El-Din, HA Mohamed, MAEH Khater, S Ahmed
International Interactive Symposium on Ultra-High Performance Concrete 1 (1), 2016
322016
Mechanical Properties ofUltra-High Performance Fiber Reinforced Concrete
HKS Eldin, HA Mohamed, M Khater, S Ahmed
312014
Experimental and numerical investigation of flexural behavior of RC beams retrofitted with reinforced UHPFRC layer in tension surface
S Ahmed, EY Mohamed, HA Mohamed, M Emara
Structures 49, 106-123, 2023
72023
Flexural response of GFRP RC beams strengthened with side and bottom NSM GFRP bars
S Ahmed, IA Sharaky, YE Ibrahim, A Abdo
Case Studies in Construction Materials 18, e01858, 2023
52023
Effect of main and NSM reinforcing materials on the behavior of the shear strengthened RC beams with NSM reinforced HSC layers and bars
A Abdo, S Ahmed, M Selim, IA Sharaky
Case Studies in Construction Materials 18, e02109, 2023
42023
Improvement of mechanical properties of railway track concrete sleepers using ultra high performance concrete (UHPC).
S Ahmed, H Atef, M Husain
Frattura e Integrita Strutturale, 2022
42022
Experimental investigation of self-compacting concrete with recycled concrete aggregate
S Ahmed, A El-Zohairy, AS Eisa, MAEAB Mohamed, A Abdo
Buildings 13 (4), 856, 2023
32023
Shear performance of reinforced concrete beams strengthened in shear using NSM bars and reinforced HSC layers
A Abdo, IA Sharaky, S Ahmed
Structural Concrete 24 (6), 7295-7313, 2023
22023
Effect of the NSM material and area on the flexural response of normal strength concrete beams internally reinforced with GFRP and steel bars
IA Sharaky, A Abdo, S Ahmed
Engineering Structures 292, 116565, 2023
22023
Evaluation of non-conforming corroded bridge piers exposed to seismic loads
M Husain, HA Mohamed, S Ahmed
International Journal of Engineering and Innovative Technology 7, 14-24, 2017
22017
Enhancing shear behaviour of the exterior beam-column joint using sufficient reinforcement details or ultra-high-performance fiber-reinforced concrete
S Ahmed, HA Mohamed, T Ryad, A Abdo
European Journal of Environmental and Civil Engineering 27 (13), 3991-4007, 2023
12023
Experimental and parametrical investigation of pre-stressed ultrahigh-performance fiber-reinforced concrete railway sleepers
S Ahmed, H Atef, M Husain
Frontiers of Structural and Civil Engineering 17 (3), 411-428, 2023
12023
Effect of rubberized concrete integrating uncoated and coated crumb rubber on the flexural behavior of the RC beams reinforced with steel and GFRP bars
S Ahmed, IA Sharaky, S El Sayed, H Hassan, A Abdo
Construction and Building Materials 426, 136192, 2024
2024
Properties and stress-strain curve of rubberized concrete cast with uncoated or pre-coated rubber with cement/waste materials
A Abdo, A El-Sisi, S El Sayed, H Hassan, S Ahmed
Case Studies in Construction Materials, e03226, 2024
2024
The impact of utilizing UHPFRC in beam-column joints with different patterns of transverse reinforcement
A Abdo, HA Mohamed, T Ryad, S Ahmed
Frattura ed Integrità Strutturale 17 (64), 11-30, 2023
2023
Compressive Strength of GUHPFRC Incorporating Fly Ash and Steel Fibers with Dissimilar Configuration
A Abdo
The Egyptian International Journal of Engineering Sciences and Technology 35 …, 2021
2021
Strengthening of Corroded RC Bridge Piers Subjected to Seismic Loads Using UHPFRC Jacketing
HA Mohamed, M Husain, S Ahmed
American Journal of Construction and Building Materials 4 (2), 61-76, 2020
2020
STRENGTHENING AND EVALUATION OF CORRODED BRIDGE PIERS EXPOSED TO SEISMIC LOADS
HAMSA Mohamed Husain
2018
Evaluation of Conforming Corroded Bridge Piers Exposed To Seismic Loads
HAMSA Mohamed Husain
International Journal of Trend in Research and Development 4 (5), 562-572, 2017
2017
MECHANICAL PROPERTIES OF ULTRA-HIGH PERFORMANCE FIBER REINFORCED CONCRETE
HAMSA HAMDY K.SHEHAB
2014
The system can't perform the operation now. Try again later.
Articles 1–20