1. 1) Jeon, C., Lee, J., Lon, S. and Shim, S. S., (2019). "Equivalent material model of corroded prestressing steel strand." Journal of Materials Research and Technology, 8(2), 2450-2460.
2. 2) Kim, J. K., Kim, J. S. and Kwon, S. H., (2014). "Mechanical properties of a new prestressing strand with ultimate strength of 2160 MPa." KSCE J Civil Eng, 18(2), 607-615.
3. 3) Kondo, T., Yokoi, K., Kaita, T. and Hosoi, K., (2016). "Mechanical properties of cut artificially PC strand." Proceedings of the 25th Symposium on the Development of Prestressed Concrete, 25, 263-268. (in Japanese)
4. 4) Li, J., Miki, T., Yang, Q. and Mao, M., (2022). "Experimental study on prestressing force of corroded prestressed concrete steel strands." Journal of Advanced Concrete Technology, 20(9), 550-563.
5. 5) Kuga. S., Tanaka, Y., Yamaguchi, T. and Shimomura, T., (2012). "Mechanical properties of corroded PC shavings prestressed concrete residual strength." Proceedings of the 21st Symposium on the Development of Prestressed Concrete, 21, 211-216. (in Japanese)