IDEAS home Printed from https://ideas.repec.org/a/gam/jsusta/v17y2025i2p641-d1567795.html
   My bibliography  Save this article

Optimization of Mechanical Properties and Durability of Steel Fiber-Reinforced Concrete by Nano CaCO 3 and Nano TiC to Improve Material Sustainability

Author

Listed:
  • Yajing Wen

    (School of Water Conservancy and Electric Power, Heilongjiang University, Harbin 150080, China
    International Joint Laboratory of Hydrology and Hydraulic Engineering in Cold Regions of Heilongjiang Province, Harbin 150080, China)

  • Zhengjun Wang

    (School of Water Conservancy and Electric Power, Heilongjiang University, Harbin 150080, China
    International Joint Laboratory of Hydrology and Hydraulic Engineering in Cold Regions of Heilongjiang Province, Harbin 150080, China)

  • Xilin Yuan

    (School of Water Conservancy and Electric Power, Heilongjiang University, Harbin 150080, China
    International Joint Laboratory of Hydrology and Hydraulic Engineering in Cold Regions of Heilongjiang Province, Harbin 150080, China)

  • Xin Yang

    (School of Water Conservancy and Electric Power, Heilongjiang University, Harbin 150080, China
    International Joint Laboratory of Hydrology and Hydraulic Engineering in Cold Regions of Heilongjiang Province, Harbin 150080, China)

Abstract

To meet the growing demand for sustainable building materials in modern construction projects, nanomaterials are widely used in concrete to improve its mechanical properties, durability, and environmental adaptability. The effects of different calcium carbonate nanoparticles (NC) and titanium carbide nanoparticles (NT) substitution rates (0%, 0.5%, 1% and 1.5%) on the mechanical and durability properties of steel fiber-reinforced concrete (SFRC) were analyzed by experimental studies. We also analyzed the evolution of the microstructure, chemical composition, and the evolution of functional groups of concrete by scanning electron microscopy (SEM), energy-dispersive spectroscopy (EDS), X-ray diffraction (XRD), and Fourier transform infrared spectroscopy (FT-IR). The results demonstrated that NC replacement of 0.5% and NT replacement of 1% was the optimal combination for the preparation of composite concrete. Compared to SFRC with 0% substitution for both NC and NT (CG), the 28-day compressive strength of NC0.5NT1 increased by 35.5%, the flexural strength increased by 26.5%, and the splitting tensile strength increased by 16.3%. The durability performance of SFRC has been significantly improved. After 150 freeze–thaw cycles, the quality loss rate of SFRC cured for 28 days decreased by 40.6%, and the relative dynamic elastic modulus increased by 7.7%. Microscopic analysis indicates that an appropriate amount of NC and NT replacing cement improves the hydration reaction process of SFRC, increases the content of chemically more stable C-S-H gel, but does not change the types of hydration products of the cement. NC and NT have a filling effect, improving the pore structure of concrete, which helps enhance the mechanical and durability performance of concrete. The results of the study provide a theoretical basis for the application of NC and NT as reinforcing particles for cementitious materials in sustainable building materials.

Suggested Citation

  • Yajing Wen & Zhengjun Wang & Xilin Yuan & Xin Yang, 2025. "Optimization of Mechanical Properties and Durability of Steel Fiber-Reinforced Concrete by Nano CaCO 3 and Nano TiC to Improve Material Sustainability," Sustainability, MDPI, vol. 17(2), pages 1-19, January.
  • Handle: RePEc:gam:jsusta:v:17:y:2025:i:2:p:641-:d:1567795
    as

    Download full text from publisher

    File URL: https://www.mdpi.com/2071-1050/17/2/641/pdf
    Download Restriction: no

    File URL: https://www.mdpi.com/2071-1050/17/2/641/
    Download Restriction: no
    ---><---

    Corrections

    All material on this site has been provided by the respective publishers and authors. You can help correct errors and omissions. When requesting a correction, please mention this item's handle: RePEc:gam:jsusta:v:17:y:2025:i:2:p:641-:d:1567795. See general information about how to correct material in RePEc.

    If you have authored this item and are not yet registered with RePEc, we encourage you to do it here. This allows to link your profile to this item. It also allows you to accept potential citations to this item that we are uncertain about.

    We have no bibliographic references for this item. You can help adding them by using this form .

    If you know of missing items citing this one, you can help us creating those links by adding the relevant references in the same way as above, for each refering item. If you are a registered author of this item, you may also want to check the "citations" tab in your RePEc Author Service profile, as there may be some citations waiting for confirmation.

    For technical questions regarding this item, or to correct its authors, title, abstract, bibliographic or download information, contact: MDPI Indexing Manager (email available below). General contact details of provider: https://www.mdpi.com .

    Please note that corrections may take a couple of weeks to filter through the various RePEc services.

    IDEAS is a RePEc service. RePEc uses bibliographic data supplied by the respective publishers.