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Articles by Ali Ejaz
International Concrete Abstracts Portal
Title: Proposal of Nonlinear Fiber-Based Modeling of Reinforced Concrete Columns with Non-Yielding Lap Splices Author(s): Ali Ejaz Publication: Structural Journal Volume: 123 Issue: 5 Appears on pages(s): 165-180 Keywords: calibration; column; database; lap splice; OpenSees model DOI: 10.14359/51750659 Date: 9/1/2026 Abstract: This study examines shortcomings in current modeling approaches for reinforced concrete (RC) columns with short, non-yielding lap splices.
International Concrete Abstracts Portal
Title: Proposal of Nonlinear Fiber-Based Modeling of Reinforced Concrete Columns with Non-Yielding Lap Splices (Prepublished) Author(s): Publication: Structural Journal Volume: Issue: Appears on pages(s): Keywords: calibration; column; database; lap splice; OpenSees; model DOI: 10.14359/51750659 Date: Abstract:
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Innovative Approaches to RC Deep Beam Strengthening: Evaluating Low-Cost Glass Fiber Wraps Against Traditional CFRP Solutions
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Reinforcement Learning: Algorithms, Applications, and Impact
With the recent advancements in artificial intelligence, we are seeing a rise in the ability of machines to make intelligent decisions on their own. A notable contribution to this process is credited to Reinforcement Learning (RL), a subfield of AI. RL enables agents to take actions that maximize the reward over time by utilizing knowledge gained from previous experimentation. This approach has allowed RL to open up new doors in the form of autonomous systems across multiple domains.
Polymers | Free Full-Text | Experimental and Analytical Studies on Low-Cost Glass-Fiber-Reinforced-Polymer-Composite-Strengthened Reinforced Concrete Beams: A Comparison with Carbon/Sisal Fiber-Reinforced Polymers
3. Experimental Results 3.1. Failure Modes The failure modes of beams in Group A subjected to three-point bending are shown in Figure 7. It must be noted that no anchors were used to comprehend LC-GFRP confinement in Group A beams. The failure of Beam 1P-CON was shear failure attributed to the sudden formation of diagonal cracks, leading to the drop in load-carrying capacity, as shown in Figure 7a.
Load-Bearing Performance of Non-Prismatic RC Beams Wrapped with Carbon FRP Composites
3. Experimental Results 3.1. Ultimate Failure Modes The ultimate failure modes of the control beams are shown in Figure 6. Since a four-point bending test setup was adopted, it was expected that the maximum bending moment would be experienced within the constant moment region. The initial flexural cracks in all beams were observed within the constant moment region. As the loading increased, the number of flexural cracks increased.
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