Mohamed Kamel Elshaarawy

Dr. Mohamed Kamel Elshaarawy

Civil Engineering Department, Horus University-Egypt, Damietta, Dumyāţ, Egypt
orcid

Research Focus & Metrics

Academic Career Length

4Years (2023-Present)

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

Representative Publications

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19 July 2024 in Scientific Reports
Verified
Journal Article
Open access
PDF file
Mohamed Kamel ElshaarawyMohamed Kamel Elshaarawy
Mohamed Kamel Elshaarawy
MAMostafa M. Alsaadawi
Mostafa M. Alsaadawi
Kamal AbdelrahmanKamal Abdelrahman
Kamal Abdelrahman
Concrete compressive strength (CS) is a crucial performance parameter in concrete structure design. Reliable strength prediction reduces costs and time in design and prevents material waste from extensive mixture trials. Machine learning techniques solve structural engineering challenges such as CS prediction. This study used Machine Learning (ML) models to enhance the prediction of CS, analyzing 1030 experimental CS data ranging from 2.33 to 82.60 MPa from previous research databases. The ML models included both non-ensemble and ensemble types. The non-ensemble models were regression-based, evolutionary, neural network, and fuzzy-inference-system. Meanwhile, the ensemble models consisted of adaptive boosting, random forest, and gradient boosting. There were eight input parameters: cement, blast-furnace-slag, aggregates (coarse and fine), fly ash, water, superplasticizer, and curing days, with the CS as the output. Comprehensive performance evaluations include visual and quantitative methods and k-fold cross-validation to assess the study’s reliability and accuracy. A sensitivity analysis using Shapley-Additive-exPlanations (SHAP) was conducted to understand better how each input variable affects CS. The findings showed that the Categorical-Gradient-Boosting (CatBoost) model was the most accurate prediction during the testing stage. It had the highest determination-coefficient (R2) of 0.966 and the lowest Root-Mean-Square-Error (RMSE) of 3.06 MPa. The SHAP analysis showed that the age of the concrete was the most critical factor in the predictive accuracy. Finally, a Graphical User Interface (GUI) was offered for designers to predict concrete CS quickly and economically instead of costly computational or experimental tests.

2 July 2025 in Results in Engineering
Verified
Journal Article
Open access
M. A. ElazabM. A. Elazab
M. A. Elazab
AEAbdelrahman T. Elgohr
Abdelrahman T. Elgohr
Mohamed BassyouniMohamed Bassyouni
Mohamed Bassyouni
AKAbd Elnaby Kabeel
Abd Elnaby Kabeel
MAMohammed El Hadi Attia
Mohammed El Hadi Attia
HAHassan A.H. Alzahrani
Hassan A.H. Alzahrani

26 July 2024 in Desalination and Water Treatment
Verified
Journal Article
Open access
AKAbd Elnaby Kabeel
Abd Elnaby Kabeel
MEM.A. Elazab
M.A. Elazab
MAMohammed El Hadi Attia
Mohammed El Hadi Attia
Mohamed Kamel ElshaarawyMohamed Kamel Elshaarawy
Mohamed Kamel Elshaarawy
AHAbdelrahman Kamal Hamed
Abdelrahman Kamal Hamed
MBMahmoud Bady
Mahmoud Bady

12 August 2024 in Scientific Reports
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Journal Article
Open access
PDF file
HHHaytham Haytham
Haytham Haytham
TQTang Qiong
Tang Qiong
MAMostafa M. Alsaadawi
Mostafa M. Alsaadawi
Mohamed Kamel ElshaarawyMohamed Kamel Elshaarawy
Mohamed Kamel Elshaarawy
DMDina M. Mansour
Dina M. Mansour
AJAli Jahami
Ali Jahami
This article investigates the behavior of hybrid FRP Concrete-Steel columns with an elliptical cross section. The investigation was carried out by gathering information through literature and conducting a parametric study, which resulted in 116 data points. Moreover, multiple machine learning predictive models were developed to accurately estimate the confined ultimate strain and the ultimate load of confined concrete at the rupture of FRP tube. Decision Tree (DT), Random Forest (RF), Adaptive Boosting (ADAB), Categorical Boosting (CATB), and eXtreme Gradient Boosting (XGB) machine learning techniques were utilized for the proposed models. Finally, these models were visually and quantitatively verified and evaluated. It was concluded that the CATB and XGB are standout models, offering high accuracy and strong generalization capabilities. The CATB model is slightly superior due to its consistently lower error rates during testing, indicating it is the best model for this dataset when considering both accuracy and robustness against overfitting.

2 January 2025 in Renewable and Sustainable Energy Reviews
Verified
Journal Article
Closed access
AKA.E. Kabeel
A.E. Kabeel
M. A. ElazabM. A. Elazab
M. A. Elazab
MDMohamed R. Diab
Mohamed R. Diab
EEEmad M.S. El-Said
Emad M.S. El-Said
MAMohammed El Hadi Attia
Mohammed El Hadi Attia
Mohamed Kamel ElshaarawyMohamed Kamel Elshaarawy
Mohamed Kamel Elshaarawy

16 August 2024 in Water Supply
Verified
Journal Article
Open access
Mohamed Kamel ElshaarawyMohamed Kamel Elshaarawy
Mohamed Kamel Elshaarawy
Mohamed EltarabilyMohamed Eltarabily
Mohamed Eltarabily
Assessing groundwater quality is vital for irrigation, but financial constraints in developing countries often result in infrequent sampling. This study comprehensively analyzes the groundwater quality of the El Moghra aquifer in Egypt's arid Western Desert, for its suitability for irrigation uses. Detailed hydrochemical analysis and advanced machine learning (ML) techniques, including geographic information systems, were employed to enhance spatial analysis and predictive accuracy. Various ML models, such as random forest, adaptive boosting, and extreme gradient boosting (XGBoost), were optimized using Bayesian optimization to predict the irrigation water quality index (IWQI) accurately. The evaluation incorporated visual and quantitative methods, alongside ranking analysis, to validate model effectiveness. Shapley Additive exPlanations feature importance analysis and a graphical user interface (GUI) model were developed based on the best predictive model. The results indicated that the groundwater quality is generally suitable for irrigation, with XGBoost showing the best performance, achieving a root mean square error of 5.602 and a determination coefficient (R²) of 0.872. Sodium concentration was identified as the most significant factor affecting the IWQI. The GUI facilitates easy prediction of IWQI, aiding agricultural water management and resource allocation within the region.