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. 2025-08 (Vol.29 No.4)
  4. 10.11112/jksmi.2025.29.4.1
XML PDF INFO REF

References

1 
Atkinson, A., and Hearne, J. A. (1989), Mechanistic model for the durability of concrete barriers exposed to sulphate-bearing groundwaters, MRS Online Proceedings Library (OPL), 176, 149.DOI
2 
Broomfield, J. P. (1997), Corrosion of steel in concrete: Understanding. Investigation and Repair, E&FN, London, 1-15.URL
3 
Choi, S. J., Mun, J. M., Park, K. T., Park, C. W., and Kwon, S. J. (2015), Characteristics of flexural capacity and ultrasonic in RC member with corroded steel and FRP hybrid bar, The Journal of the Korea Contents Association, 15(8), 397-407, (In Korean with English abstract).DOI
4 
Chung, L., Kim, J. H. J., and Yi, S. T. (2008), Bond strength prediction for reinforced concrete members with highly corroded reinforcing bars, Cement and Concrete Composites, 30(7), 603- 611.DOI
5 
He, W., Wu, S., Zhang, B., Luo, Y., Liu, Y., and Fu, G. (2024), Effect of Cyclic Nacl Solution Immersion Curing on The Mechanical Properties of Plain Concrete, Materials and Technology, 58(2), 165-171.DOI
6 
Hwang, J. W., and Kwon, S. J. (2024), Temperature-dependent Diffusion Coefficient of Chloride Ion in UAE Concrete, Journal of the Korea Institute for Structural Maintenance and Inspection, 28(4), 48-54, (In Korean with English abstract).DOI
7 
Hwang, S. H., Yoon, Y. S., and Kwon, S. J. (2019), Carbonation Behavior Evaluation of OPC Concrete Considering Effect of Aging and Loading Conditions, Journal of the Korea Institute for Structural Maintenance and Inspection, 23(1), 122-129, (In Korean with English abstract).DOI
8 
Im, C. R., Yang, K. H., and Mun, J. H. (2020). Assessment of maximum longitudinal reinforcement ratios for reinforced lightweight aggregate concrete beams, Journal of the Korea Concrete Institute, 32(5), 419-425, (In Korean with English abstract).DOI
9 
Ishida, T., and Maekawa, K. (2000), Modeling of pH profile in pore water based on mass transport and chemical equilibrium theory, Doboku Gakkai Ronbunshu, 2000(648), 203-215.DOI
10 
Izumi, I., Kita, D., and Maeda, H. (1986), Carbonation, Kibodang Publication, 35-88, (In Japanese).URL
11 
Lau, K., Lasa, I., and Paredes, M. (2013), Corrosion failure of post-tensioned tendons in presence of deficient grout, In NACE CORROSION (pp. NACE-2013), NACE, 45-52.DOI
12 
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), 8575816.DOI
13 
Lee, H. S., Noguchi, T., and Tomosawa, F. (2002), Evaluation of the bond properties between concrete and reinforcement as a function of the degree of reinforcement corrosion, Cement and Concrete Research, 32(8), 1313-1318.DOI
14 
Li, F., and Yuan, Y. (2013), Effects of corrosion on bond behavior between steel strand and concrete, Construction and Building Materials, 38, 413-422.DOI
15 
Monteny, J., Vincke, E., Beeldens, A., De Belie, N., Taerwe, L., Van Gemert, D., and Verstraete, W. (2000), Chemical, microbiological, and in situ test methods for biogenic sulfuric acid corrosion of concrete, Cement and Concrete Research, 30(4), 623-634.DOI
16 
Papadakis, V. G., Vayenas, C. G., and Fardis, M. N. (1991), Fundamental modeling and experimental investigation of concrete carbonation, Materials Journal, 88(4), 363-373.URL
17 
Park, R., and Paulay, T. (1975). Reinforced concrete structures. John Wiley & Sons, Ltd., 196-199.URL
18 
Park, S. S., Kwon, S. J., Jung, S. H., and Lee, S. W. (2012), Modeling of water permeability in early aged concrete with cracks based on micro pore structure, Construction and Building Materials, 27(1), 597-604.DOI
19 
Qin, S., Zou, D., Liu, T., and Jivkov, A. (2020), A chemo- transport-damage model for concrete under external sulfate attack, Cement and Concrete Research, 132, 106048.DOI
20 
Rahimi, H., and Hutchinson, A. (2001), Concrete beams strengthened with externally bonded FRP plates, Journal of CompOsites for Construction, 5(1), 44-56.DOI
21 
Saeki, T., Ohga, H., and Nagataki, S. (1990), Change in micro- structure of concrete due to carbonation, Doboku Gakkai Ronbunshu, 1990(420), 33-42.DOI
22 
Sotiriadis, K., Mácová, P., Mazur, A. S., Viani, A., Tolstoy, P. M., and Tsivilis, S. (2020), Long-term thaumasite sulfate attack on Portland-limestone cement concrete: A multi-technique analytical approach for assessing phase assemblage, Cement and Concrete Research, 130, 105995.DOI
23 
Yang, K. H., Mun, J. H., and Yoon, Y. S. (2018), Effects of loading conditions and cold joint on service life against chloride ingress, Computers and Concrete, 22(3), 319-326.URL
24 
Yoon, H. S., Kwon, S. J., Yoon, Y. S., and Yang, K. H. (2022), Probabilistic repair cost simulation for RC structures repaired with bacteria coating material under sulfate attack, International Journal of Concrete Structures and Materials, 16(1), 22.DOI