Shady Gomaa

Assistant Professor

University of Alabama, Tuscaloosa

United States

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Shady Gomaa is an Assistant Professor at the University of Alabama, USA. His research focuses on the durability and mechanical behavior of concrete, including studies on polymer-modified concrete and the effects of various reinforcements in ultra-high performance concrete. Additionally, he has explored the mechanical strength of structural steel and the predictive capabilities of metaheuristic methods in material behavior analysis.

Articles (10)

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2025

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2025

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2025

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2025

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2025

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2025

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2024

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2024

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2024

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2021

Collaborators (2)

Ayman Elzohairy

Assistant Professor

Texas A&M University Commerce

UNITED STATES

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Alaa Elsisi

Assistant Professor

Southern Illinois University Carbondale

UNITED STATES

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Shady Gomaa

Research Interests

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Articles (10)

FE Parametric Study of Composite Cold-Formed Steel Beams Under Positive and Negative Loadings

Experimental Investigation of Polymer-Modified Concrete’s Durability and Behavior in Different Acidic Solutions

The Effect of Chopped Basalt Fiber on Lightweight Concrete’s Mechanical Behavior

Prediction of flow-induced fiber orientation and its effects on hardened behavior of ultra-high performance concrete: An experimental and numerical study

Effect of corrosion morphology on the mechanical strength and ductility of structural steel: Experiments and simulations

Metaheuristic-based prediction of shear resistance of headed stud connectors embedded in concrete coupled with SHAP explainability

Progressive failure analysis of woven and non‐woven CFRP composite/steel bolted joints

3D printing of ultra-high-performance concrete: Shape stability for various printing systems

Effects of mill scale and varying exposure conditions on corrosion behavior of A572 structural steel

Coupled Experimental and Computational Investigation of the Interplay between Discrete and Continuous Reinforcement in Ultrahigh Performance Concrete Beams. I: Experimental Testing

Collaborators (2)

Ayman Elzohairy

Alaa Elsisi

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