Proceedings of the 2024 7th International Conference on Structural Engineering and Industrial Architecture (ICSEIA 2024)

Study on the Structural Load-Bearing Capacity of Rectangular Reinforced Concrete Cable Channels with Corrosion Defects

Authors
Junbo Liu1, *, He Liu1, Wei Wang2, Jingyao Luan1, Changlong Gao1
1State Grid Jilin Electric Power Research Institute, Changchun, Jilin, 130012, China
2State Grid Jilin Electric Power Supply Company, Changchun, Jilin, 130022, China
*Corresponding author. Email: 13894819779@139.com
Corresponding Author
Junbo Liu
Available Online 7 June 2024.
DOI
10.2991/978-94-6463-429-7_44How to use a DOI?
Keywords
corrosion-induced thinning; structural load-bearing capacity; reinforced concrete material; rectangular; cable channel
Abstract

Reinforced concrete cable channels are highly susceptible to corrosion in underground environments, resulting in wall thinning. To explore the impact of corrosion-induced thinning on the residual load-bearing capacity of rectangular reinforced concrete cable channels, a Three-Point Bending (TEB) load-bearing capacity calculation model for rectangular reinforced concrete cable channels is proposed in this paper. The study contrasts corrosion depth with the protective layer thickness and establishes theoretical models for the residual load-bearing capacity of rectangular reinforced concrete cable channels with various corrosion depth defects. Subsequently, based on specific engineering cases, the paper calculates the load-bearing capacity of rectangular reinforced concrete cable channels with corrosion defects and validates the results through numerical simulations using ABAQUS. The findings demonstrate the feasibility of the proposed load-bearing capacity calculation model for rectangular reinforced concrete cable channels with corrosion defects.

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 7th International Conference on Structural Engineering and Industrial Architecture (ICSEIA 2024)
Series
Atlantis Highlights in Engineering
Publication Date
7 June 2024
ISBN
978-94-6463-429-7
ISSN
2589-4943
DOI
10.2991/978-94-6463-429-7_44How 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

TY  - CONF
AU  - Junbo Liu
AU  - He Liu
AU  - Wei Wang
AU  - Jingyao Luan
AU  - Changlong Gao
PY  - 2024
DA  - 2024/06/07
TI  - Study on the Structural Load-Bearing Capacity of Rectangular Reinforced Concrete Cable Channels with Corrosion Defects
BT  - Proceedings of the 2024 7th International Conference on Structural Engineering and Industrial Architecture (ICSEIA 2024)
PB  - Atlantis Press
SP  - 415
EP  - 427
SN  - 2589-4943
UR  - https://doi.org/10.2991/978-94-6463-429-7_44
DO  - 10.2991/978-94-6463-429-7_44
ID  - Liu2024
ER  -