Study on the Impact Mechanical Properties of RC Beams in Local Response Stage

Yifei Xu; Xiaocong Yuan; Ruicheng Qiu; Fei Zhao; Wanli Yang

doi:10.2991/978-94-6463-688-8_45

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Study on the Impact Mechanical Properties of RC Beams in Local Response Stage

Authors

Yifei Xu¹, Xiaocong Yuan², Ruicheng Qiu¹, Fei Zhao¹, Wanli Yang³^{, 4}^{, *}

¹Sichuan Communication Surveying and Design Institute Co., Ltd., Chengdu, 610017, China

²China Road and Bridge Engineering Co., Ltd., Beijing, 100010, China

³School of Civil Engineering, Xinjiang Institute of Engineering, Urumqi, 830000, China

⁴School of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, China

^*Corresponding author. Email: 68360903@qq.com

Corresponding Author

Wanli Yang

Available Online 30 April 2025.

DOI: 10.2991/978-94-6463-688-8_45 How to use a DOI?
Keywords: RC beam; Dynamic mechanical; Impact load; Failure mode; Shear effect
Abstract: The nonlinear dynamic response of RC beams under impact loads exhibits typically characteristics of two stages: local and global response. The duration of the local response stage is extremely short, and the beam itself is featured with obvious inertial and shear effects, which makes the impact damage mechanism of the RC beam exceptionally complex. Therefore, the ABAQUS explicit dynamic module is used in this paper to establish a three-dimensional finite element model of the RC simply supported beam impacted by the drop hammer, aiming to study the dynamic mechanical behavior of the RC beam in the local response stage in a comprehensive way, and the effectiveness of the modeling methods and techniques are verified by the available experimental results. Given this, the nonlinear mechanical behaviors of RC beams in different response stages are analyzed in detail in this paper, and the influence of impact velocity and shear bending ratio on the shear effect and ultimate failure modes of the specimen are investigated, as well.
Open Access: Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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Volume Title: Proceedings of the 2024 6th International Conference on Civil Architecture and Urban Engineering (ICCAUE 2024)
Series: Advances in Engineering Research
Publication Date: 30 April 2025
ISBN: 978-94-6463-688-8
ISSN: 2352-5401
DOI: 10.2991/978-94-6463-688-8_45 How to use a DOI?
Open Access: Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

ris enw bib

TY  - CONF
AU  - Yifei Xu
AU  - Xiaocong Yuan
AU  - Ruicheng Qiu
AU  - Fei Zhao
AU  - Wanli Yang
PY  - 2025
DA  - 2025/04/30
TI  - Study on the Impact Mechanical Properties of RC Beams in Local Response Stage
BT  - Proceedings of the 2024 6th International Conference on Civil Architecture and Urban Engineering (ICCAUE 2024)
PB  - Atlantis Press
SP  - 440
EP  - 452
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-688-8_45
DO  - 10.2991/978-94-6463-688-8_45
ID  - Xu2025
ER  -

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