Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
  • SCOPUS
  • KCI Accredited Journal

Journal Search

  1. Home
  2. All Issues
  3. 2018-10 (Vol. 30 No.5)
  4. 10.4334/JKCI.2018.30.5.481
Export citation EndNote
XML PDF INFO REF
1 
Akgul, F. and Frangopol, D. M. (2004) Lifetime Performance Analysis of Existing Prestressed Concrete Bridge Superstructures, ASCE Journal of Structural Engineering 130(12), 1889-1903.DOI
2 
Baek, S. H., Xue, W., Feng, M. Q., and Kwon, S. J. (2012) Nondestructive corrosion detection in RC through integrated heat induction and IR thermography, Journal of Nondestructive Evaluation 31(2), 181-190.DOI
3 
Clemena, G. G. and McKeel, W. T. (1978) Detection of delamination in bridge decks with infrared thermography, Transportation Research Record 664, 25-85.Google Search
4 
Dai, L., Wang, L., Zhang, J., and Zhang, X. (2015) A global model for corrosion-induced cracking in prestressed concrete structures, Engineering Failure Analysis 62, 263-275.DOI
5 
Kim, S. H., Choi, J. G., Ham, S. M., and Heo, W. H. (2016) Reliability evaluation of a PSC highway bridge based on resistance capacity degradation due to a corrosive environment, Applied Sciences 6(12), 423.DOI
6 
Kingsley, L. (2016) Corrosion of post-tensioned tendons with deficient grout, Final report BDV29-977-04, FDOT Research Center.Google Search
7 
Kwon, S. J. and Na, U. J. (2011) Prediction of Durability for RC Columns with Crack and Joint under Carbonation Based on Probabilistic Approach, International Journal of Concrete Structures and Materials 5(1), 11-18.DOI
8 
Lee, B. Y., Koh, K. T., Ismail, M. A., Ryu, H. S., and Kwon, S. J. (2017) Corrosion and Strength Behaviors in Prestressed Tendon under Various Tensile Stress and Impressed Current Conditions, Advances in Materials Science and Engineering 2017, 1-7.DOI
9 
Lee, S. K. and James, Z. (2014) An FHWA Special Study: Post-Tensioning Tendon Grout Chloride Thresholds, FHWA-HRT-14-039.Google Search
10 
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 25(10), 3878- 3885.DOI
11 
Michael, S. (2017) Performance of Post-tensioned Bridges, VTRC-Virginia Transportation Research Council, Technical Seminar.Google Search
12 
National Standard of Canada (2000) Canadian highway bridge design code, CSA International, CAN/CSA-S6-00, Ontario, Canada.Google Search
13 
PCI (1997) Precase/Prestressed Concrete Institute, Precast Prestressed Concrete Bridge Design Manual, MNL-133-97, Chicago, IL 60606-6938.Google Search
14 
Permeh, S., Krishna Vigneshwaran, N. K., Lau, K. Lasa, I., and Paredes, M. (2015) Material and Corrosion Evaluation of Deficient PT Grout with Enhanced Sulfate Concentrations, NACE Corrosion 2015, Paper no. 5828. NACE Int. Houston, TX.Google Search
15 
Podolny Jr, W. (1992) Corrosion of prestressing steels and its mitigation, Special Report, PCI Journal 37(5), 34-55.DOI
16 
Powers, R. G. (1999) Corrosion Evaluation of Post-Tensioned Tendons on the Niles Channel Bridge, FDOT, Gainesville, FL.Google Search
17 
Pradhan, B. (2014) Corrosion behavior of steel reinforcement in concrete exposed to composite chloride–sulfate environment, Construction and Building Materials 72, 398-410.DOI
18 
Ryu, H. S., Koh, K. T., and Kwon, S. J. (2018) Evaluation of Corrosion Resistance with Grout Type and Tendon, Journal of the Korea Institute for Structural Maintenance and Inspection (Submitted) (In Korean).Google Search
19 
Sakurada, S., Irie, H., and Yoshida, Y. (2008) Development of reinforced concrete corrosion amount presumption method by ultrasonic method, in Proceedings of the 17th World Conference on Nondestructive Testing 2008, Shanghai, China 1-6.Google Search
20 
Shuxian, H., Herbert, W., Rosemarie, H., Biqin, D., Peng, D., and Feng, X. (2017) Long-term monitoring of reinforcement corrosion in concrete using ground penetrating radar, Corrosion Science 114(1), 123-132.Google Search
21 
Song, H. W., Jang, J. C., Saraswathy, V., and Byun, K. J. (2006) An estimation of the diffusivity of silica fume concrete, Building and Environment 42(3), 1348-1354.Google Search
22 
Song, H. W., Kwon, S. J., Byun, K. J., and Park, C. K. (2005) Predicting carbonation in early-aged cracked concrete, Cement and Concrete Research 36(5), 979-989.DOI
23 
Song, H. W., Pack, S. W., Nam, S. H., Jang, J. C., and Saraswathy, V. (2010) Estimation of the permeability of silica fume cement concrete, Construction and Building Materials 24(3), 315-321.DOI
24 
Velu, S. and Kwon, S. J. (2015) Durability Performance Evaluation On Early-Aged Concrete with Rice Husk Ash and Silica Fume, Journal of the Korea Concrete Institute, 27(4), 343-351(In Korean).DOI
25 
Youn, S. G., Cho, S. K., and Kim, E. K. (2005) Acoustic emission technique for detection of corrosion-induced wire fracture, Key Engineering Materials 297-300, 2040-2045.DOI
26 
Zhou, Z., He, J. P., Chen, G. D., and Ou, J. P. (2009) A smart steel strand for the evaluation of prestress loss distribution in post tensioned concrete structures, Journal of Intelligent Material Systems and Structures 20(16), 1901-1912.DOI