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Improving the elevated temperature behaviour of foamed concrete through nano titania addition and microstructure control
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  • Open access
  • Published: 21 May 2026

Improving the elevated temperature behaviour of foamed concrete through nano titania addition and microstructure control

  • Md Azree Othuman Mydin1,
  • Dina E. Tobbala2,
  • Roshartini Omar3,
  • Khairunisa Muthusamy4,
  • Blessen Skariah Thomas5,
  • Mohd Mustafa Al Bakri Abdullah6,7,
  • Paul O. Awoyera5,8,
  • Olaolu George Fadugba9,10 &
  • …
  • Nadhim Hamah Sor11 

Scientific Reports (2026) Cite this article

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We are providing an unedited version of this manuscript to give early access to its findings. Before final publication, the manuscript will undergo further editing. Please note there may be errors present which affect the content, and all legal disclaimers apply.

Subjects

  • Engineering
  • Materials science
  • Nanoscience and technology

Abstract

This study investigates the effectiveness of nano-titania (NT) as a nano-additive for enhancing the performance and elevated-temperature resistance of foamed concrete (FC). The novelty of this research lies in the comprehensive evaluation of the residual mechanical, transport, thermal, and microstructural behaviour of NT-modified FC after exposure to temperatures of up to 800 °C. NT was incorporated at dosages of 0.5–2.0% by weight of cement, and the performance of the resulting FC was assessed in terms of fresh-state properties, shrinkage, mechanical strength, ultrasonic pulse velocity, transport behaviour, thermal properties, and microstructural characteristics. The results showed that NT reduced workability and shortened setting time, while significantly improving the overall performance of FC under both ambient and elevated-temperature conditions. Among the tested mixtures, the incorporation of 1.5% NT provided the optimum performance. At room temperature, this dosage increased the compressive strength by approximately 40% compared with the control mix. More importantly, after exposure to 800 °C, the residual compressive strength ratio increased markedly from 18% for the control FC to 57% for the FC containing 1.5% NT, indicating a substantial enhancement in thermal resistance. NT also improved the pore structure by reducing the average pore diameter from 580 to 440 µm at 20 °C and from 820 to 620 µm at 800 °C, which contributed to lower permeability and porosity, as well as improved thermal stability. Microstructural observations from SEM and MIP confirmed that NT promoted a denser and more homogeneous matrix through pore refinement and improved hydration development, leading to enhanced residual performance after high-temperature exposure. Overall, the findings demonstrate that NT is an effective nano-modifier for producing FC with superior strength, durability, and fire resistance, with 1.5% NT identified as the optimum dosage.

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Acknowledgements

The first author gratefully acknowledges the support provided by Universiti Sains Malaysia through the Research University Transdisciplinary (RUTrans) Grant Scheme (Grant Number: R502-KR-RUT002-0000002714-K134).

Funding

This work was supported by the Universiti Sains Malaysia, Research University Transdisciplinary (RUTrans) Grant Scheme (Grant Number: R502-KR-RUT002-0000002714-K134).

Author information

Authors and Affiliations

  1. School of Housing, Building and Planning, Universiti Sains Malaysia, 11800, Penang, Malaysia

    Md Azree Othuman Mydin

  2. Department of Civil and Architecture Constructions, Suez University, Suez, Egypt

    Dina E. Tobbala

  3. Department of Construction Management, Faculty of Technology Management and Business, Universiti Tun Hussein Onn Malaysia (UTHM), Parit Raja, 86400, Batu Pahat, Johor, Malaysia

    Roshartini Omar

  4. Faculty of Civil Engineering Technology, Universiti Malaysia Pahang Al-Sultan Abdullah, Persiaran Tun Khalil Yaakob, 26300, Kuantan, Pahang, Malaysia

    Khairunisa Muthusamy

  5. Department of Civil Engineering, Prince Mohammad Bin Fahd University, Al Khobar, Saudi Arabia

    Blessen Skariah Thomas & Paul O. Awoyera

  6. Geopolymer and Green Technology, Centre of Excellence, Universiti Malaysia Perlis, Perlis, Malaysia

    Mohd Mustafa Al Bakri Abdullah

  7. Faculty of Chemical Engineering Technology, Universiti Malaysia Perlis, Perlis, Malaysia

    Mohd Mustafa Al Bakri Abdullah

  8. Centre for Sustainable Infrastructure Materials, Prince Mohammad Bin Fahd University, Al Khobar, Saudi Arabia

    Paul O. Awoyera

  9. Department of Civil Engineering, Kabale University, Kabale Municipality, P.O Box 317, Kabale, Uganda

    Olaolu George Fadugba

  10. Department of Civil and Environmental Engineering, Federal University of Technology Akure, Akure, Nigeria

    Olaolu George Fadugba

  11. Civil Engineering Department, University of Garmian, Kalar, 46021, Kurdistan Region, Iraq

    Nadhim Hamah Sor

Authors
  1. Md Azree Othuman Mydin
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  2. Dina E. Tobbala
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  3. Roshartini Omar
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  4. Khairunisa Muthusamy
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  5. Blessen Skariah Thomas
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  6. Mohd Mustafa Al Bakri Abdullah
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  7. Paul O. Awoyera
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  8. Olaolu George Fadugba
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  9. Nadhim Hamah Sor
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Corresponding authors

Correspondence to Md Azree Othuman Mydin, Paul O. Awoyera or Olaolu George Fadugba.

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Competing interests

The authors declare no competing interests.

Declaration of generative AI and AI-assisted technologies in the writing process

During the preparation of this work the authors used Copilot Microsoft tool to improve parts of the text for the purpose of improved writing. After using this tool, the authors reviewed and edited the content as needed and took full responsibility for the content of the publication.

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Cite this article

Mydin, M.A.O., Tobbala, D.E., Omar, R. et al. Improving the elevated temperature behaviour of foamed concrete through nano titania addition and microstructure control. Sci Rep (2026). https://doi.org/10.1038/s41598-026-54484-2

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  • Received: 15 November 2025

  • Accepted: 19 May 2026

  • Published: 21 May 2026

  • DOI: https://doi.org/10.1038/s41598-026-54484-2

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Keywords

  • Foamed concrete
  • Titania nanoparticles
  • Transport characteristics
  • Mechanical properties
  • Pore structure
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