Experimental Study on Prestressing Force of Corroded Prestressed Concrete Steel Strands
Author:
Affiliation:
1. Department of Civil Engineering, Kobe University, Kobe, Japan.
2. School of Civil and Hydraulic Engineering, Ningxia University, Yinchuan Ningxia, China.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/20/9/20_550/_pdf
Reference16 articles.
1. 1) Biondini, F. and Frangopol, D. M., (2018). “Life-cycle performance of civil structure and infrastructure systems: Survey.” Journal of Structural Engineering, 144(1), 06017008.
2. 2) Cederquist, S. C., (2000). “Motor speedway bridge collapse caused by corrosion.” Materials Performance, 36(7), 18-19.
3. 3) Darmawan, M. S. and Stewart, M. G., (2007). “Effect of pitting corrosion on capacity of prestressing wires.” Magazine of Concrete Research, 59(2), 131-139.
4. 4) Hong, S., Zheng, F., Shi, G., Li, J., Luo, X., Xing, F., Tang, L. and Dong, B., (2020). “Determination of impressed current efficiency during accelerated corrosion of reinforcement.” Cement and Concrete Composites, 108, 103536.
5. 5) Jeon, C., Lee, J., Lon, S. and Shim, C.-S., (2019). “Equivalent material model of corroded prestressing steel strand.” Journal of Materials Research and Technology, 8(2), 2450-2460.
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