3D Printable Ca(OH)₂-based geopolymer concrete with steel fiber reinforcement by Youssef Mortada (16810656)

Non-Linear Time History Analysis of Moment Frame Structure with Performance-Based Approach on Different Concrete Compressive Strengths by ZAIDI, SYED HASSAAN AHMED

“…Each bay is 5 meters. The nonlinear concrete model was constructed based on the Razvi (1992) confined mode. …”
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Comparison between the American code ASCE7-16 and the Australian code AS1170.4 against the seismic design effects by AL-OBAIDI, ALI

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The impact of nozzle diameter and printing speed on geopolymer-based 3D-Printed concrete structures: Numerical modeling and experimental validation by Shoukat Alim Khan (14778226)

“…<p dir="ltr">3D Concrete Printing (3DCP) is a promising technology with significant advantages for the construction industry, encompassing reduced labor costs, diminished carbon dioxide emissions, enhanced time efficiency, improved user convenience, and design flexibility. …”

Effect of Flexural CFRP Sheets and Plates on Shear Resistance of Reinforced Concrete Beams by Nawaz, Waleed

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Natural resource dependence and war nexus: new insights by Al Shami, Farah

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Towards Sustainable Low-Embodied-Carbon Concrete Alternatives by AIDEH, MAJD RASMI AHMAD

“…This paper evaluates the benefits of using environmentally sustainable low-embodied carbon alternatives to traditional concrete, as the concrete industry is responsible for significant global greenhouse gas emissions due to its environmental impact. …”
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Strengthening of thin reinforced concrete slabs with CFRP laminates by Hawileh, Rami

“…Based on the results of this pilot study, the authors will expand the test matrix in a future study to examine the effect of several parameters including concrete compressive strength, reinforcement ratio, and number of CFRP layers on the performance of thin RC slabs.…”
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Numerical Investigation of Flexural Behavior of Reinforced Concrete (RC) T-Beams Strengthened with Pre-Stressed Iron-Based (FeMnSiCrNi) Shape Memory Alloy Bars by Khalil, Ahmed

“…The bars are embedded in a concrete layer attached to the beam’s soffit. Based on the numerical results, it was found that increasing the compression strength from 30 to 60 MPa slightly improves the beam’s strength (by 2%), but it significantly increases its ductility by approximately 45%. …”
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Morphological changes in amblyopic eyes in choriocapillaris and Sattler’s layer in comparison to healthy eyes, and in retinal nerve fiber layer in comparison to fellow eyes through... by Masri, Oussama Samer

“…Purpose Establishing the reliability of a new method to check the mean retinal and choroidal reflectivity and using it to find retinal and choroid changes in amblyopia. …”
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Carbon Nanotube Effect on the Ductility, Flexural Strength, and Permeability of Concrete by Mohamed O. Mohsen (14590765)

“…<p>Recently, remarkable types of carbon nanofilaments called carbon nanotubes (CNTs) have raised the interest of many concrete and cementitious composite researchers due to their significant mechanical, electrical, thermal, kinetic, and chemical properties. …”

Flexural Bond Performance of Anchored CFRP Laminates to Concrete Beams by Alshami, Ghusoon Subhi

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Flexural performance of recycled aggregate concrete beams reinforced with basalt fiber-reinforced polymer or steel bars by Alaa Taha (17302783)

“…The parameters investigated included: (1) concrete mixture (0, 25, 50, and 100% use of recycled concrete aggregates (RCA)) and (2) reinforcement material (steel/BFRP). …”

Modelling of Concrete Waste Using Life Cycle Assessment & Damage Cost by SAEED, MOHAMED DARWISH MOHAMED

“…The study opens up opportunities for future research to identify which impact indicator and management method of concrete waste has a significant influence on the environment and its damage cost. …”
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Effect of Flexural NSM-FRP Bars on the Shear Strength of Reinforced Concrete Beams by Saleh, Rayyan Bashar

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Bond Strength Development of Ambient-Cured Sustainable Geopolymer Mortar to Concrete Substrate by Abdullah Y. Osman (22282813)

“…<p dir="ltr">Evaluating the bond strength between geopolymer mortar (GPM) and the concrete substrate is a significant factor in ensuring the durability and effectiveness of utilizing it as a repair material. …”

Strengthening of Shear Deficient Reinforced Concrete Beams using Anchored CFRP sheets by Mhanna, Haya H. M.

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A Correlation between Theoretical and Actual Column Shortening and Lateral Sway in a Vertically Asymmetric High-Rise Concrete Building by Habrah, Alaa

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A Novel Steel Reinforcement Scheme for 3D Printed Concrete Beams: A Study on Shear Behaviour by Khalifa, Mohamed Ashraf

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Combined effects of treated domestic wastewater, fly ash, and calcium nitrite toward concrete sustainability by Abdelrahman Abushanab (17268940)

“…It was also shown that the addition of FA significantly decreased the chloride permeability of TWW concrete by 55%–71%. …”