Proceedings of the 2024 5th International Conference on Civil, Architecture and Disaster Prevention and Control (CADPC 2024)

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Numerical Investigation of Bond Interface Morphology between Normal Strength Concrete and Ultra-High-Performance Concrete under Shear Loading

Authors
Jiebo Fan1, Mengkai Lin1, *, Wen Sun1
1School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, Gansu, China
*Corresponding author. Email: 27834040@qq.com
Corresponding Author
Mengkai Lin
Available Online 13 June 2024.
DOI
10.2991/978-94-6463-435-8_19How to use a DOI?
Keywords
Ultra-High-Performance Concrete; Surface Morphology; Shear Action; Modeling; Restoration
Abstract

In order to address the challenge of accurately quantifying the roughness of the bond interface morphology between Normal Strength Concrete (NSC) and Ultra-High-Performance Concrete (UHPC), this study employed the spatial frequency content method to characterize randomly rough surfaces. The roughness was quantified using the sand filling method, and subsequently, a “Z”-shaped direct shear finite element model with rough bonding surfaces was established. The results indicate that the rough surfaces generated by the spatial frequency content method can be applied to the bonding interfaces of both types of concrete. This approach facilitates the three-dimensional characterization of the bond interface morphology and roughness, yielding reliable simulation results. The failure mode obtained from the finite element model corresponds precisely to the actual observed behavior. Through analysis, it was determined that shear loading is primarily borne by the effective bonded area and mechanical interlocking forces.

Copyright
© 2024 The Author(s)
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 5th International Conference on Civil, Architecture and Disaster Prevention and Control (CADPC 2024)
Series
Atlantis Highlights in Engineering
Publication Date
13 June 2024
ISBN
978-94-6463-435-8
ISSN
2589-4943
DOI
10.2991/978-94-6463-435-8_19How to use a DOI?
Copyright
© 2024 The Author(s)
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

risenwbib
TY  - CONF
AU  - Jiebo Fan
AU  - Mengkai Lin
AU  - Wen Sun
PY  - 2024
DA  - 2024/06/13
TI  - Numerical Investigation of Bond Interface Morphology between Normal Strength Concrete and Ultra-High-Performance Concrete under Shear Loading
BT  - Proceedings of the 2024 5th International Conference on Civil, Architecture and Disaster Prevention and Control (CADPC 2024)
PB  - Atlantis Press
SP  - 154
EP  - 160
SN  - 2589-4943
UR  - https://doi.org/10.2991/978-94-6463-435-8_19
DO  - 10.2991/978-94-6463-435-8_19
ID  - Fan2024
ER  -