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HASAN NABIL MOH'D KATKHUDA
Faculty of Engineering
HASAN NABIL MOH'D KATKHUDA
Faculty of Engineering
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Welcome to the Hashemite University faculty staff website.
Advisor: 1. Effect of 3D, 4D, 5D Steel Fibers on the Flexural Behavior of Reinforced Concrete Beams. 2. Effect of 3D, 4D, 5D Steel Fibers on the Shear Behavior of Reinforced Concrete Beams. 3. Effect of 3D, 4D, 5D Steel Fibers on the Shear Behavior of Reinforced Concrete Beams Made of Recycled Coarse Aggregate. 4. Rehabilitation And Strengthening The Flexural Capacity Of Lightweight Reinforced Concrete Beams Using Near-Surface Mounted Carbon Fiber Reinforced Polymer [NSM-CFRP ] Strips. 5. Effect of drop beam on the punching shear strength of flat slabs. Co-advisor: 1- Flexural Behavior of RC One Way Hollow-Core And Solid Slabs Using Lightweight Aggregate Concrete And a Top Layer Of Ultra-High Performance Concrete (on going). 2- Shear behavior of composite reinforced concrete beams with light weight aggregate concrete core and ultra-high performance concrete skin (on going). 3- Flexural behavior of composite RC beams using lightweight aggregate concrete and ultra-high-performance concrete skin (on going). 4- Flexural Strengthening and Rehabilitation of Reinforced Concrete T-Beams Using External Carbon Fiber Reinforced Polymers (completed). 5- Shear Strengthening and Rehabilitation of Reinforced Concrete T-Beams Using Externally Carbon Fiber Reinforced Polymer (completed). 6- Flexural Strengthening of Reinforced Concrete Beams with Variable Compressive Strength using Near Surface Mounted Carbon Fiber Reinforced Polymer Strips (completed). 7- Effect of Basalt Stirrups on the Shear Behavior of Beams Reinforced with BFRP Bars (completed).
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