Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
  • Indexed by
  • Korea Citation Index (KCI)

Journal Search

  1. Home
  2. All Issues
  3. 2024-04 (Vol.28 No.2)
  4. 10.11112/jksmi.2024.28.2.53
XML PDF INFO REF

References

1 
Korea Expressway Corporation Research Institute (2021), Development of Maintenance Plan on PSC Box Girder Bridges, Korea Expressway Corporation Research Institute, Hwaseong, 1-28 (in Korean).URL
2 
Vereecken, E., Botte, W., Lombaert, G., and Caspeele, R. (2021), Assessment of corroded prestressed and post-tensioned concrete structures: A review, Structural Concrete, Wiley, 22(5), 2556-2580.DOI
3 
Hartt, W., and Lee, S. K. (2016), Projecting Corrosion Induced Bridge Tendon Failure Resulting from Deficient Grout: Part I – Model Development and Example Results, Corrosion, Allen Press, 72(8), 991-998.DOI
4 
Jeon, C. H., Lee, J. B., Lon, S., and Shim, C. S. (2019), Equivalent material model of corroded prestressing steel strand, Journal of Materials Research and Technology, Elsevier, 8(2), 2450-2460.DOI
5 
Darmawan, M. S., and Stewart, M. G. (2007a), Spatial time-dependent reliability analysis of corroding pretensioned prestressed concrete bridge girders, Structural Safety, Elsevier, 29(1), 16-31.DOI
6 
Darmawan, M. S., and Stewart, M. G. (2007b), Effect of pitting corrosion on capacity of prestressing wires, Magazine of Concrete Research, ICE, 59(2), 131-139.DOI
7 
Li, F., Yuan, Y., and Li, C. Q. (2011), Corrosion propagation of prestressing steel strands in concrete subject to chloride attack, Construction and Building Materials, Elsevier, 25(10), 3878-3885.DOI
8 
Lu, Z. H., Li, F., and Zhao, Y. G. (2016), An Investigation of Degradation of Mechanical Behaviour of Prestressing Strands Subjected to Chloride Attacking, Proceedings of the 5th International Conference on the Durability of Concrete Structures, Purdue University Press, Indiana, 57-65.DOI
9 
Jo, S. D., Kwon, S. H., Lee, Y., and Kim, C. Y. (2017), Statistical Analysis on Corrosion and Estimation of Probability on Fracture for Corroded Strand of a Post-Tensioned Bridge on Service, Journal of the Korea Concrete Institute, 29(6), 545-553 (in Korean).URL
10 
Vecchi, F., Franceschini, L., Tondolo, F., Belletti, B., Sánchez Montero, J., and Minetola, P. (2021), Corrosion morphology of prestressing steel strands in naturally corroded PC beams, Construction and Building Materials, Elsevier, 296, 123720.DOI
11 
Zhang, W., Li, C., Gu, X., and Zeng, Y. (2019), Variability in cross-sectional areas and tensile properties of corroded prestressing wires, Construction and Building Materials, Elsevier, 228, 116830.DOI
12 
Rashetnia, R. Ghasemzadeh, F., Hallaji, M., Pour-Ghaz, M. (2018), Quantifying prestressing force loss due to corrosion from dynamic structural response, Journal of Sound and Vibration, Elsevier, 443, 129-137.DOI
13 
Kim, G. Y., and Seo, D. W. (2018), Application of Acoustic Emission Technique for Bridge Cable Monitoring, Journal of the Korea Institute for Structural Maintenance and Inspection, 22(4), 121-125 (in Korean).URL
14 
Coronelli, D., Castel, A., Vu, N. A., and François, R. (2009), Corroded post-tensioned beams with bonded tendons and wire failure, Engineering Structures, Elsevier, 31(8), 1687-1697.DOI
15 
Dai, L., Wang, L., Bian, H., Zhang, J., Zhang, X., and Ma, Y. (2019), Flexural Capacity Prediction of Corroded Prestressed Concrete Beams Incorporating Bond Degradation, Journal of Aerospace Engineering, ASCE, 32(4), 04019027.DOI
16 
Kim, J. T., Park, J. H., Hong, D. S., and Na, W. B. (2008), Hybrid Damage Monitoring Scheme of PSC Girder Bridges using Acceleration and Impedance Signature, KSCE Journal of Civil and Environmental Engineering Research, 28(1A), 135-146 (in Korean).URL
17 
Gou, T., Chen, Z., Liu, T., and Han, D (2016), Time-dependent reliability of strengthened PSC box-girder bridge using phased and incremental static analyses, Engineering Structures, Elsevier, 117, 358-371.DOI
18 
Kim, H. J., Ji, S. G., Kim, H. K., Kim, P. S., Jung, J. S., and Lee, M. J. (2018), Evaluation of Tension of PSC Box Girder Bridges Using Risk Matix, Korean Journal of Construction Engineering and Management,19(5), 053-060 (in Korean).DOI
19 
National Academies of Sciences, Engineering, and Medicine (NASEM). (2017), Inspection Guidelines for Bridge Post- Tensioning and Stay Cable Systems Using NDE Methods(NCHRP Research Report), The National Academies Press., Washington, D.C. 1-38.URL
20 
National Highways (NH). (2020), CS 465 Management of post-tensioned concrete bridges(Design Manual for Roads and Bridges), National Highways, Guildford, 1-39.URL
21 
Federal Highway Administration (FHWA). (2013), Guidelines for Sampling, Assessing, and Restoring Defective Grout in Prestressed Concrete Bridge Post-Tensioning Ducts, Federal Highway Administration, Washington, D.C., 1-95.URL
22 
Ministry of Land, Infrastructure and Transport (MOLIT). (2018), Detailed Guidelines for the Safety and Maintenance of Facilities (Part of Safety Inspection and Precise Safety Diagnosis for Bridge), Korea Authority of Land & Infrastructure Safety, Jinju, 1-29 (in Korean).URL
23 
Federal Highway Administration (FHWA). (2009), Effect of Voids in Grouted Post-Tensioned Concrete Bridge Construction Inspection and Repair Manual for External Tendons in Segmental, Post-Tensioned Bridges, Federal Highway Administration, Washington, D.C., 15.URL
24 
Korea Expressway Corporation Research Institute(EX). (2018), A Study on Structural Safety Evaluation of Prestressed Concrete Bridges According to Damage of Prestressing Tendons, Korea Expressway Corporation Research Institute, Hwaseong, 1-86 (in Korean).URL
25 
Choi, J. W., and Kim, K. H. (2019), Behavior Characteristics of PSCI Girder Bridges under Damage of Internal Tendon, Proceedings of the Korea Concrete Institute, Korea Concrete Institute, Seoul, 71-72 (in Korean).URL