会议论文详细信息
| 2nd International Conference on Materials Science, Energy Technology and Environmental Engineering | |
| Research for different crack width calculation methods of concrete-lined steel pressure pipe | |
| 材料科学;能源学;生态环境科学 | |
| Xu, Chuang^1 ; Li, Yang^1 | |
| Hubei University of Technology, Hubei Wuhan | |
| 430068, China^1 | |
| 关键词: Concrete cracking; Crack control; Durability of structures; Hydraulic pressure; Hydropower stations; Large scale experiments; Pressure pipes; Three Gorges; | |
| Others : https://iopscience.iop.org/article/10.1088/1755-1315/81/1/012140/pdf DOI : 10.1088/1755-1315/81/1/012140 |
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| 来源: IOP | |
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【 摘 要 】
Based on a certain threshold to ensure the durability of structure, the concrete-lined steel pressure pipes used in the structure of large hydropower station widely are allowed to exist in concrete cracking under the action of a certain hydraulic pressure. According to the 1:2 large scale experiment model and the measured data of Three Gorges Hydro-power Station, the existing different methods for calculating crack width were compared and improvements and crack control measures were raised.
【 预 览 】
| Files | Size | Format | View |
|---|---|---|---|
| Research for different crack width calculation methods of concrete-lined steel pressure pipe | 740KB |
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