Građevinar | |
Centrifugally-cast concrete poles with non-metallic reinforcement | |
article | |
Igor Džajić1  Domagoj Damjanović2  Goran Puž3  | |
[1] Institut IGH d.d.;University of Zagreb Faculty of Civil Engineering;Hrvatske ceste d.o.o. | |
关键词: non-metallic reinforcement; CFRP; centrifugally-cast poles; prestressing; ultimate load testing; bending testing; | |
DOI : 10.14256/JCE.3246.2021 | |
学科分类:社会科学、人文和艺术(综合) | |
来源: Hrvatsko Drustvo Gradevinskih Inzenjera | |
【 摘 要 】
The article describes the testing of poles for electric power transmission lines, which are made of centrifugally-cast concrete and ultra-high strength concrete, and which are prestressed with Carbon Fibre Reinforced Polymer tendons (CFRP). The presented results of pole ultimate load testing suggest the potential for usage of this construction product, particularly in aggressive environments with high probability of steel corrosion. Part of the tested poles had shear reinforcement in the form of confined Glass Fibre Reinforced Polymer (GFRP) grid, while one share of samples had no shear reinforcement, but the concrete matrix was strengthened with synthetic macro fibres. A review is given on similar product testing, calculation methods, and guidance is provided for further research.
【 授权许可】
CC BY
【 预 览 】
Files | Size | Format | View |
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RO202307150004065ZK.pdf | 3692KB | download |