Evidence map›Paper›PMID 42236800›Full record

ArticleScientific reports2026

Machine learning-driven prediction of mechanical properties of lightweight concrete based on experimental data.

Ahmed M Gomaa, Mahmoud S Ahmed, Ehab M Lotfy, Erfan Abdel-Latif, Abdel-Rahman M Naguib

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In one paragraph

Article in Scientific reports, 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

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1 · What the graph read from it

What it found

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The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

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Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

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0 citing papers in PubMed.

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4 · The record

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5 · Who and what money

Authors and funding

5 authors.

Ahmed M GomaaConstruction and Building Engineering Department, Faculty of Engineering and Technology, Egyptian Chinese University, Cairo, Egypt. Ahmed.MahmoudAbdEl-Khalek@ecu.edu.eg.
Mahmoud S AhmedDepartment of Structural Engineering, Faculty of Engineering, Suez Canal University, Ismailia, Egypt.
Ehab M LotfyDepartment of Structural Engineering, Faculty of Engineering, Suez Canal University, Ismailia, Egypt.
Erfan Abdel-LatifDepartment of Structural Engineering, Faculty of Engineering, Suez Canal University, Ismailia, Egypt.
Abdel-Rahman M NaguibDepartment of Structural Engineering, Faculty of Engineering, Suez Canal University, Ismailia, Egypt.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

Lightweight concrete (LWC) is increasingly used in structural and non-structural applications due to its ability to reduce self-weight while maintaining adequate mechanical performance. However, predicting the mechanical behavior of EPS-based lightweight concrete remains challenging because of the complex and nonlinear interactions between mix composition, density, curing age, and aggregate-matrix characteristics. This study proposes an integrated experimental and machine learning-based framework to predict the mechanical properties of lightweight concrete incorporating expanded polystyrene (EPS) particles (Addipor 55) as a partial volumetric replacement of natural coarse aggregate. An experimental program was conducted using EPS replacement levels ranging from 0 to 500 L/m³, combined with a fixed silica fume content of 60 kg/m³ and a polycarboxylate-based superplasticizer at a constant water-cement ratio of 0.35. Compressive strength, splitting tensile strength, and density were measured at curing ages of 3, 7, and 28 days. The results showed a systematic reduction in density from 2380 kg/m³ for the control mix to 1720 kg/m³ at the highest EPS content. The 28-day compressive strength decreased from 41.2 MPa to 28.6 MPa, while the splitting tensile strength declined from 4.30 MPa to 2.65 MPa. To enhance model robustness, the experimental dataset was expanded using a physically constrained data augmentation approach based on experimentally observed trends. An Artificial Neural Network (ANN) model was then developed and validated using independent data subsets, demonstrating excellent predictive performance with coefficients of determination (R²) of approximately 0.998 for both compressive and splitting tensile strengths. The proposed ANN model, supported by a graphical user interface (GUI), provides a reliable and efficient tool for predicting the mechanical performance of EPS-based lightweight concrete and optimizing mix design with reduced experimental effort.

Indexed as

Artificial neural networkCompressive strengthLightweight concreteMachine learningMechanical propertiesTensile strength

Identifiers

PMID42236800
PMCPMC13234110

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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.