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Similarity study on lateral impact model of CFST column under high temperature
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  • Published: 10 April 2026

Similarity study on lateral impact model of CFST column under high temperature

  • Junjie Wang1,2,
  • Jianchun Xiao1,2,
  • Cong Liu1,2 &
  • …
  • Yi Yang1,2 

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

This paper develops a finite element model of circular concrete-filled steel tube (CFST) columns subjected to combined high temperature and lateral impact using ABAQUS through sequential thermal-stress coupling analysis, static analysis, and explicit dynamic methods, and validates it with existing experimental data from fire resistance tests and impact tests. Subsequently, based on the similarity theory of temperature fields, the heating curves for the reduced-scale circular CFST column models were designed. Meanwhile, using the dimensional system consisting of impact velocity, dynamic stress, and impact mass (V–σd–G), an impact similarity criterion was established, and the scaling factors for key physical quantities that are closely related to the impact response were derived. After that, numerical simulations of lateral impact on the reduced-scale models were conducted at different temperatures to design reduced-scale models whose thermal–mechanical coupling response characteristics closely approximate those of the prototype structure under strain rates below the transition strain rate. Furthermore, based on the simulation results, the response differences between the reduced-scale models and the prototype, as well as the reasons for these differences, were analyzed in detail. Finally, the velocity scaling factor was derived using the strain rate-dependent constitutive equations of steel and concrete to modify the reduced-scale models, which effectively reduced the error of the reduced-scale model in predicting the prototype response.

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Data availability

The data and Abaqus files used in this study are available upon reasonable request from the corresponding author.

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Funding

The authors would like to acknowledge the financial support from the National Natural Science Foundation of China [Grant No. 50978064]; Natural Science Foundation of Guizhou Province [Grant No. BCXZFCG2017-068CG]; Science and Technology Program Project of Guizhou Province [Grant No.ZSYS(2025)009].

Author information

Authors and Affiliations

  1. Research Center of Space Structures, Guizhou University, Guiyang, 550025, China

    Junjie Wang, Jianchun Xiao, Cong Liu & Yi Yang

  2. Guizhou Province Key Laboratory of Green Building and Intelligent Construction, Guiyang, 550025, China

    Junjie Wang, Jianchun Xiao, Cong Liu & Yi Yang

Authors
  1. Junjie Wang
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  2. Jianchun Xiao
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  3. Cong Liu
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  4. Yi Yang
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Contributions

Junjie Wang: Investigation, Writing – review & editing, Writing – original draft, Software, Formal analysis, Data Curation. Jianchun Xiao: Supervision, Project administration. Gang Zheng: Supervision, Conceptualization. Cong Liu: Supervision, Validation. Yi Yang: Supervision.

Corresponding author

Correspondence to Jianchun Xiao.

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The authors declare no competing interests.

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Cite this article

Wang, J., Xiao, J., Liu, C. et al. Similarity study on lateral impact model of CFST column under high temperature. Sci Rep (2026). https://doi.org/10.1038/s41598-026-46522-w

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  • Received: 08 January 2026

  • Accepted: 26 March 2026

  • Published: 10 April 2026

  • DOI: https://doi.org/10.1038/s41598-026-46522-w

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Keywords

  • CFST column
  • Fire
  • Impact
  • Scaling
  • Similarity
  • Strain rate effect
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