Evidence map›Paper›PMID 41932972›Full record

ArticleScientific reports2026

Developing a custom loss function for regulating underestimation and overestimation of concrete mechanical properties predictions in neural network models.

Ahed Habib, Maan Habib, M Talha Junaid, Salah Altoubat, Mohamed Maalej, Bashar Alibrahim

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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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5 · Who and what money

Authors and funding

6 authors.

Ahed HabibSustainable Systems, Technologies, and Infrastructure Research Center, Research Institute of Sciences and Engineering, University of Sharjah, Sharjah, UAE.ORCID http://orcid.org/0000-0001-5607-9334
Maan HabibFaculty of Informatics Engineering, Al-Sham Private University, Damascus, Syria. maan.habib@gmail.com.ORCID http://orcid.org/0000-0002-0102-8852
M Talha JunaidDepartment of Civil and Environmental Engineering, University of Sharjah, Sharjah, UAE.ORCID http://orcid.org/0000-0002-0667-3148
Salah AltoubatDepartment of Civil and Environmental Engineering, University of Sharjah, Sharjah, UAE.
Mohamed MaalejDepartment of Civil and Environmental Engineering, University of Sharjah, Sharjah, UAE.ORCID http://orcid.org/0000-0003-0657-0090
Bashar AlibrahimDepartment of Civil Engineering, Eastern Mediterranean University, Via Mersin 10, Famagusta, North Cyprus, Turkey.ORCID http://orcid.org/0000-0002-7282-5656

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

Accurate prediction of concrete properties is a critical aspect of structural engineering. Conventional neural network models, while effective in various predictive tasks, often fall short in this context because they do not distinguish between the risks associated with underestimation and overestimation of strength. Existing codes of practice in civil engineering advocate a conservative estimation approach, prioritizing underestimation to preserve safety margins. Standard neural network models, which treat all prediction errors uniformly, are therefore not aligned with this conservative bias, which motivates the present study. The aim of this research is to design a custom loss function that embeds domain-specific safety requirements into artificial intelligence models. This function penalizes underestimations less severely than overestimations, reflecting the conservative principles of structural design. The problem formulation emphasizes the importance of conservative concrete strength prediction within the broader context of structural safety. Rubberized concrete is adopted as a case study to investigate the performance of the proposed custom loss function and to benchmark it against traditional loss functions. The study results show that the developed custom loss function effectively addresses conservative estimation needs by reducing the overestimation ratio from about 25–100% with traditional approaches to as low as 1%. At the same time, prediction accuracy remains comparable to conventional loss functions. Accordingly, the proposed custom loss function can serve as a technical enhancement that improves prediction behavior in line with conservative design philosophy and supports the reliable use of neural network models as one component within the structural design process.

Indexed as

Civil engineeringConstraintsCustom loss functionsNeural networksStructural analysis

Identifiers

PMID41932972
PMCPMC13195171

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