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Review of the Research on the Impact Resistance Mechanical Performance of Prestressed Segmental Precast and Assembled Piers

Chengquan Wang1,2, Rongyang Liu1, Xinquan Wang1,2,*, Boyan Ping3, Haimin Qian1,2, Xiao Li1, Yuhan Liang1

1 Department of Civil Engineering, Hangzhou City University, Hangzhou, 310015, China
2 Zhejiang Engineering Research Center of Intelligent Urban Infrastructure, Hangzhou, 310015, China
3 Department of Civil Engineering, Tongji University, Shanghai, 200092, China

* Corresponding Author: Xinquan Wang. Email: email

(This article belongs to the Special Issue: Construction Failures and Prevention under Unforeseen Circumstances)

Structural Durability & Health Monitoring 2025, 19(4), 819-850. https://doi.org/10.32604/sdhm.2025.060580

Abstract

This article provides an overview of the current development status of prestressed segmental precast and assembled piers, Emphasis was placed on analyzing the stress characteristics of bridge piers under impact. The concept of recoverable functional design and its application prospects were elaborated, and finally, the research on the impact resistance performance of prestressed segmental precast and assembled piers was discussed. Research has shown that optimizing design and material selection can effectively enhance the impact resistance and structural durability of bridge piers. At the same time, the introduction of the concept of recoverable functionality provides new ideas for the rapid repair and functional recovery of bridge piers, which helps to improve the recovery efficiency of bridges after extreme events. Future research should focus on the evaluation methods of impact resistance performance, new connection technologies, in-depth application of recoverable functional design, a combination of impact simulation experiments and numerical analysis, and exploration of comprehensive disaster prevention and reduction strategies. These research results will also promote the further development and innovation of prefabricated assembly technology in bridge engineering, bringing new ideas and methods to the field of engineering construction.

Keywords

Prefabricated assembly; bridge piers; impact resistance performance; restorable function

Cite This Article

APA Style
Wang, C., Liu, R., Wang, X., Ping, B., Qian, H. et al. (2025). Review of the Research on the Impact Resistance Mechanical Performance of Prestressed Segmental Precast and Assembled Piers. Structural Durability & Health Monitoring, 19(4), 819–850. https://doi.org/10.32604/sdhm.2025.060580
Vancouver Style
Wang C, Liu R, Wang X, Ping B, Qian H, Li X, et al. Review of the Research on the Impact Resistance Mechanical Performance of Prestressed Segmental Precast and Assembled Piers. Structural Durability Health Monit. 2025;19(4):819–850. https://doi.org/10.32604/sdhm.2025.060580
IEEE Style
C. Wang et al., “Review of the Research on the Impact Resistance Mechanical Performance of Prestressed Segmental Precast and Assembled Piers,” Structural Durability Health Monit., vol. 19, no. 4, pp. 819–850, 2025. https://doi.org/10.32604/sdhm.2025.060580



cc Copyright © 2025 The Author(s). Published by Tech Science Press.
This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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