Adnan Alashkar

Dr. Adnan Alashkar

Research Institute for Sciences and Engineering, University of Sharjah, Sharjah, Ash Shāriqah, United Arab Emirates
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Research Focus & Metrics

Academic Career Length

5Years (2022-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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12 October 2023 in Ain Shams Engineering Journal
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Journal Article
Open access
AAAbdul Hai Alami
Abdul Hai Alami
AOAbdul Ghani Olabi
Abdul Ghani Olabi
Adnan AlashkarAdnan Alashkar
Adnan Alashkar
SAShamma Alasad
Shamma Alasad
HAHaya Aljaghoub
Haya Aljaghoub
MAMohammad Ali Abdelkareem
Mohammad Ali Abdelkareem

2 February 2022 in Membranes
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Journal Article
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Adnan AlashkarAdnan Alashkar
Adnan Alashkar
Amani Al-OthmanAmani Al-Othman
Amani Al-Othman
Muhammad TawalbehMuhammad Tawalbeh
Muhammad Tawalbeh
MQMuhammad Qasim
Muhammad Qasim
This work provides a comprehensive review on the incorporation of ionic liquid (ILs) into polymer blends and their utilization as proton exchanges membranes (PEM). Various conventional polymers that incorporate ILs are discussed, such as Nafion, poly (vinylidene fluoride), polybenzimidazole, sulfonated poly (ether ether ketone), and sulfonated polyimide. The methods of synthesis of IL/polymer composite membranes are summarized and the role of ionic liquids as electrolytes and structure directing agents in PEM fuel cells (PEMFCs) is presented. In addition, the obstacles that are reported to impede the development of commercial polymerized IL membranes are highlighted in this work. The paper concludes that the presence of certain ILs can increase the conductivity of the PEM, and consequently, enhance the performance of PEMFCs. Nevertheless, the leakage of ILs from composite membranes as well as the limited long-term thermal and mechanical stability are considered as the main challenges that limit the employment of IL/polymer composite membranes in PEMFCs, especially for high-temperature applications.

30 September 2024 in Buildings
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Mohamed Essam ElkafrawyMohamed Essam Elkafrawy
Mohamed Essam Elkafrawy
PGPrathibha Gowrishankar
Prathibha Gowrishankar
NANour Ghazal Aswad
Nour Ghazal Aswad
Adnan AlashkarAdnan Alashkar
Adnan Alashkar
Ahmed Mohsen KhalilAhmed Mohsen Khalil
Ahmed Mohsen Khalil
Rami HawilehRami Hawileh
Rami Hawileh
This comprehensive review paper delves into the utilization of Glass Fiber-Reinforced Polymer (GFRP) composites within the realm of concrete column reinforcement, spotlighting the surge in structural engineering applications that leverage GFRP instead of traditional steel to circumvent the latter’s corrosion issues. Despite a significant corpus of research on GFRP-reinforced structural members, questions about their compression behavior persist, making it a focal area of this review. This study evaluates the properties of GFRP bars and their impact on the structural behavior of concrete columns, addressing variables such as concrete type and strength, cross-sectional geometry, slenderness ratio, and reinforcement specifics under varied loading protocols. With a dataset spanning over 250 publications from 1988 to 2024, our findings reveal a marked increase in research interest, particularly in regions like China, Canada, and the United States, highlighting GFRP’s potential as a cost-effective and durable alternative to steel. However, gaps in current knowledge, especially concerning Ultra-High-Performance Concrete (UHPC) reinforced with GFRP, underscore the necessity for targeted research. Additionally, the contribution of GFRP rebars to compressive column capacity ranges from 5% to 40%, but current design codes and standards underestimate this, necessitating new models and design provisions that accurately reflect GFRP’s compressive behavior. Moreover, this review identifies other critical areas for future exploration, including the influence of cross-sectional geometry on structural behavior, the application of GFRP in seismic resistance, and the evaluation of the size effect on column strength. Furthermore, the paper calls for advanced studies on the long-term durability of GFRP-reinforced structures under various environmental conditions, environmental and economic impacts of GFRP usage, and the potential of Artificial Intelligence (AI) and Machine Learning (ML) in predicting the performance of GFRP-reinforced columns. Addressing these research gaps is crucial for developing more resilient and sustainable concrete structures, particularly in seismic zones and harsh environmental conditions, and fostering advancements in structural engineering through the adoption of innovative, efficient construction practices.

12 July 2023 in Membranes
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Abdul Hai AlamiAbdul Hai Alami
Abdul Hai Alami
Adnan AlashkarAdnan Alashkar
Adnan Alashkar
Mohammad AbdelkareemMohammad Abdelkareem
Mohammad Abdelkareem
Hegazy RezkHegazy Rezk
Hegazy Rezk
Mohd Shahbudin MasdarMohd Shahbudin Masdar
Mohd Shahbudin Masdar
AOAbdul Ghani Olabi
Abdul Ghani Olabi
Perovskite membranes have gained considerable attention in gas separation and production due to their unique properties such as high selectivity and permeability towards various gases. These membranes are composed of perovskite oxides, which have a crystalline structure that can be tailored to enhance gas separation performance. In oxygen enrichment, perovskite membranes are employed to separate oxygen from air, which is then utilized in a variety of applications such as combustion and medical devices. Moreover, perovskite membranes are investigated for carbon capture applications to reduce greenhouse gas emissions. Further, perovskite membranes are employed in hydrogen production, where they aid in the separation of hydrogen from other gases such as methane and carbon dioxide. This process is essential in the production of clean hydrogen fuel for various applications such as fuel cells and transportation. This paper provides a review on the utilization and role of perovskite membranes in various gas applications, including oxygen enrichment, carbon capture, and hydrogen production.

10 June 2022 in Buildings
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Mohamed Essam ElkafrawyMohamed Essam Elkafrawy
Mohamed Essam Elkafrawy
Adnan AlashkarAdnan Alashkar
Adnan Alashkar
Rami HawilehRami Hawileh
Rami Hawileh
Mohammad AlHamaydehMohammad AlHamaydeh
Mohammad AlHamaydeh
In this paper, an investigation of linear eigenvalue buckling of functionally graded material (FGM) plates under uniaxial loading is carried out. The computer model is analyzed using the finite element (FE) package ABAQUS. An analysis is carried out to study the effect of the size and geometry of openings in the FGM plate on the critical buckling load. The circular, square, and diamond openings vary in size based on the ratio of the opening diameter to the width of the FGM plate. Moreover, the effect of the aspect ratio (width to thickness) of the FGM plate on the critical buckling load is examined. Further, the effect of the power law index on buckling behavior is investigated. The results show that the increase in the size of the opening and the aspect ratio reduces the critical buckling load of the FGM plate. Moreover, the lower the power law index, the higher the critical buckling load. The diamond shape opening shows the best performance in terms of the critical buckling load, and the effect of the plate thickness has a more significant influence on the critical buckling load of the FGM plate compared to the size of the opening.

18 September 2022 in Journal of Composites Science
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Adnan AlashkarAdnan Alashkar
Adnan Alashkar
Mohamed Essam ElkafrawyMohamed Essam Elkafrawy
Mohamed Essam Elkafrawy
Rami HawilehRami Hawileh
Rami Hawileh
Mohammad AlHamaydehMohammad AlHamaydeh
Mohammad AlHamaydeh
In this paper, several analyses were conducted to investigate the buckling behavior of Functionally Graded Material (FGM) thin plates with various circular cutout arrangements. The computer model was simulated using the Finite Element (FE) software ABAQUS. The developed model was validated by the authors in previous research. A parametric analysis was employed to investigate the effect of plate thickness and circular cutout diameter on the buckling behavior of the FGM thin plates. The normalized buckling load was also calculated to compare the buckling performance of FGM plates with various dimensions. Moreover, von Mises stress analysis was examined to understand the yield capability of the FGM plates in addition to the buckling modes that show the stress distribution of the critical buckling stress. Hence, this research provides a comprehensive analysis to display the relation between the critical buckling load and the arrangement of the circular cutouts. The results show that the critical buckling load heavily depends on the dimension of the plate and the cutout size. For instance, an increase in the plate thickness and a decrease in the cutout diameter increase the critical buckling load. Moreover, the circular cutout in a horizontal arrangement exhibited the best buckling performance, and as the arrangement shifts to a vertical arrangement, the buckling performance deteriorates.