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Research on strength prediction model of manufactured sand‌ concrete during steam curing stage based on equivalent age
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  • Published: 11 April 2026

Research on strength prediction model of manufactured sand‌ concrete during steam curing stage based on equivalent age

  • Fan Li1,
  • Xiang Gao1 na1,
  • Dongcun Huo2 na1,
  • Lili Han1 na1,
  • Kangjia Fan1 na1 &
  • …
  • Yun Duan3 na1 

Scientific Reports , Article number:  (2026) Cite this article

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
  • Mathematics and computing

Abstract

To determine the optimal steam curing duration for precast manufactured sand‌ concrete components and the corresponding strength prediction model at this stage, this paper investigates the strength development law of manufactured sand‌ concrete with age under steam curing temperatures of 40 ℃, 50 ℃ and 60 ℃, and discusses the compressive strength prediction model of manufactured sand concrete at the steam curing stage based on the theory of maturity at the equivalent age of Arrhenius. The results show that steam curing can significantly shorten the time required for manufactured sand‌ concrete to reach the design strength, but the temperature effect of steam curing is limited and the curing duration should not be excessively long. Specifically, the steam curing duration at 60 ℃ should not exceed 12 h, at 50 ℃ should not exceed 24 h, and at 40 ℃ should not exceed 48 h. Among the prediction models based on equivalent age, the hyperbolic function prediction model has the highest accuracy, while the accuracy of the exponential function prediction model is the lowest. For the strength prediction of manufactured sand‌ concrete at steam curing temperatures of 50 ℃ or below, it is suitable to choose the hyperbolic function calculation model.

Data availability

All data generated or analysed during this study are included in this published article.

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Funding

This research was supported by the Natural Science Foundation of Gansu Province (24JRRA986), Innovation Fund Project for College Teachers of Gansu Provincial Department of Education (2025B-068), the Science and Technology Research and Development Plan Project of Lanxin Railway Ganqing Co., Ltd (GQZL2024-131).

Author information

Author notes
  1. These authors contributed equally to this work: Xiang Gao, Dongcun Huo, Lili Han, Kangjia Fan and Yun Duan.

Authors and Affiliations

  1. School of Highway Engineering, Shaanxi College of Communications Technology, Xi’an, Shaanxi, China

    Fan Li, Xiang Gao, Lili Han & Kangjia Fan

  2. High-speed Rail Engineering College, Shaanxi Railway Institute, Weinan, Shaanxi, China

    Dongcun Huo

  3. National Local Joint Engineering Laboratory for Disaster Prevention and Control Technology in Road and Bridge Engineering, Lanzhou Jiaotong University, Lanzhou, China

    Yun Duan

Authors
  1. Fan Li
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Contributions

L.F.: Conceptualization, Methodology, Writing—original draft, Writing—Review and Editing; G.X.: Methodology, Investigation, Formal analysis; H.D.C.: Formal analysis, Data curation; H.L.L.: Investigation, Validation; F.K.J.: Data curation; D.Y.: Conceptualization. All authors reviewed the manuscript.

Corresponding author

Correspondence to Fan Li.

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Cite this article

Li, F., Gao, X., Huo, D. et al. Research on strength prediction model of manufactured sand‌ concrete during steam curing stage based on equivalent age. Sci Rep (2026). https://doi.org/10.1038/s41598-026-48161-7

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  • Received: 24 December 2025

  • Accepted: 06 April 2026

  • Published: 11 April 2026

  • DOI: https://doi.org/10.1038/s41598-026-48161-7

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Keywords

  • Prefabricated components
  • Manufactured sand concrete
  • Steam curing
  • Compressive strength
  • Prediction model
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