Study on Crack Type Characteristics of Bearing Capacity Degradation of Prototype Members of the High-piled Wharf
Article No.: 14, Pages 1 - 6
Abstract
Taking the in-service high-pile wharf as the research object, the bearing capacity test of the prototype components of the in-service high-pile wharf is carried out. The degradation of mechanical properties of in-service concrete members under natural corrosion conditions was obtained. Based on the analysis of fracture fractal characteristics, the relationship between load, mid-span deflection, and steel corrosion rate is established in this paper. Furthermore, the fractal dimension of fracture is established. This study can provide a reference for the evaluation of the mechanical properties of natural corroded reinforced concrete and the bearing capacity evaluation of in-service high-pile wharves.
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Published In
October 2021
477 pages
ISBN:9781450386494
DOI:10.1145/3513142
Copyright © 2021 ACM.
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Association for Computing Machinery
New York, NY, United States
Publication History
Published: 13 April 2022
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- Research-article
- Research
- Refereed limited
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- Southern Marine Science and Engineering Guangdong Laboratory (Zhuhai) Innovation Team Construction Project
- Guangzhou Foreign Research & D Cooperation Project
- Technology R & D Project of CCCC Group
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ICITEE2021
ICITEE2021: The 4th International Conference on Information Technologies and Electrical Engineering
October 29 - 31, 2021
Changde, Hunan, China
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