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Makale detayı · 2026 · article

A Hybrid CNN–PINN–NSGA-II Framework for Physics-Consistent Surrogate Modeling of Reinforced Concrete Beams Incorporating Waste Fired Clay

Dergi Buildings
ISSN2075-5309
YÖKSİS OpenAlex Açık erişim · gold Üst %10
Yıl2026
Atıf5OpenAlex
Yüzdelik%98,8
FWCI13,61,00 = dünya ortalaması
Scopus (SJR)Q1
WoS (JCR)Q2

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  • YÖKSİSYÖKSİS makale kaydı
  • YÖKSİS dergi adıBuildings
  • Katalog eşleşmesi (ISSN)Buildings
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Özet

OpenAlex İngilizce

This paper presents a physics-consistent hybrid surrogate framework for simulating the mechanical behavior of reinforced concrete beams that utilize waste fired clay (WFC) as a partial substitute for cement. The main contribution is the integration of empirically observed deformation behavior with physics-informed learning to produce an interpretable, mechanically valid surrogate model. Full-field surface deformation fields were measured using Digital Image Correlation (DIC) under monotonic loading and processed through a convolutional neural network (CNN) to extract deformation- and crack-sensitive features. These features were integrated with experimentally measured stress–strain data within a Physics-Informed Neural Network (PINN) in which equilibrium and conditional constitutive monotonicity constraints were enforced through the loss function. A Non-Dominated Sorting Genetic Algorithm II (NSGA-II) was utilized as a downstream parametric exploration tool to examine trade-offs among maximum load capacity, material cost, and embodied CO2 inside a constrained mixture-design space. Model interpretability was assessed by SHapley Additive exPlanations (SHAP), indicating that deformation-driven kinematic factors predominantly influence stress prediction, whereas WFC content and reinforcement parameters have a secondary, mixture-level impact. The resulting framework achieves enhanced predictive accuracy (R2 = 0.969) relative to its individual components and operates as an offline, physics-calibrated surrogate rather than a real-time digital twin, providing a reliable and interpretable basis for structural assessment and sustainability-oriented design evaluation of WFC-modified reinforced concrete beams.

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Atıflar

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Yazarlar

5
  1. YASİN ONURALP ÖZKILIÇ 1
  2. MEMDUH KARALAR 2
  3. Muhannad Riyadh Alasiri 3
  4. ÖZER ZEYBEK MUĞLA SITKI KOÇMAN ÜNİVERSİTESİ 4
  5. SADIK ALPER YILDIZEL 5