Mechanical Properties and Structural Behavior of Sustainable Ferrock Concrete for Green Construction Applications

Ferrock Sustainable Concrete Cement Replacement Flexural Behavior Reinforced Concrete Beams Mechanical Properties Carbon-Negative Material Experimental Investigation

Authors

  • Samy Elbialy
    s.bialy@ku.edu.bh
    1) Department of Civil Engineering, Faculty of Engineering at Mataria, Helwan University, Cairo 11718, Egypt. 2) College of Engineering and Design, Kingdom University, P.O. Box 40434, Bahrain https://orcid.org/0000-0001-8790-3058
  • I. Alhoutary College of Engineering and Design, Kingdom University, P.O. Box 40434, Bahrain
  • Ahmed Gouda Department of Civil and Environmental Engineering, Faculty of Engineering, King Abdulaziz University (KAU), Jeddah, Saudi Arabia https://orcid.org/0009-0009-9182-9829
  • Amr M. N. Ibrahim Department of Civil Engineering, Faculty of Engineering at Mataria, Helwan University, Cairo 11718, Egypt
  • Wael Ibrahim Department of Civil Engineering, Faculty of Engineering at Mataria, Helwan University, Cairo 11718, Egypt
  • Amal Hassanin Ibrahim Department of Civil Engineering, Faculty of Engineering at Mataria, Helwan University, Cairo 11718, Egypt
  • Waleed Abd-Allah Department of Civil Engineering, Faculty of Engineering at Mataria, Helwan University, Cairo 11718, Egypt

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This study aims to develop a sustainable alternative to Ordinary Portland Cement (OPC) by investigating the mechanical and structural properties of Ferrock concrete, an iron carbonate-based binder composed largely of industrial by-products. An experimental program was conducted, testing over 114 concrete cubes, 18 cylinders, and 6 full-scale reinforced concrete beams with Ferrock replacing OPC at 5%, 10%, 15%, 20%, and 25% by weight. The results demonstrate that a 15% replacement ratio yields a 25% increase in 28-day compressive strength, while splitting tensile strength improves consistently with Ferrock content. Most notably, reinforced beams with 20% Ferrock exhibited up to a 33% increase in flexural capacity, with failure modes shifting toward more ductile behavior and experimental capacities exceeding predictions from ACI 318, CSA A23.3, and Eurocode 2 by up to 62%. This research confirms that Ferrock is not only a carbon-negative material but also a technically superior partial replacement for OPC, offering enhanced strength, ductility, and structural performance for green construction applications.