1 |
Chung, L., Jay Kim, J.H., 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
|
2 |
DuraCrete Final Report. (2000). DuraCrete Probabilistic Performance Based Durability Design of Concrete Structures, Document BE95-1347/R17, European Brite-Euram III, Cur, Netherland.
|
3 |
EN 1991. (2000). Eurocode 1 - Basis of Design and Actions on Structures, CEN.
|
4 |
Ferreira, M., Arskog, V., Jalali, S., Gjorv, O.E. (2004). "Probability-Based Durability Analysis of Concrete Harbor Structures," Proceedings of CONSEC04, Seoul, Korea, 1(1), 999-1006.
|
5 |
Hussain, S.E., Rasheeduzafar, S., Al-Musallam, A., Al-Gahtani, A.S. (1995). Factors affecting threshold chloride for reinforcement corrosion in concrete, Cement and Concrete Research, 25(7), 1543-1555.
DOI
|
6 |
JSCE. (2002). Standard Specification for Concrete Structures.
|
7 |
JSCE. (2007). Standard Specifications and Guidelines.
|
8 |
Kwon, S.J., Na, U.J., Park, S.S., Jung, S.H. (2009). Service life prediction of concrete wharves with early-aged crack: probabilistic approach for chloride diffusion, Structure and Safety, 31(1), 75-83.
DOI
|
9 |
KCI. (2012). Concrete Standard Specification - Durability Part.
|
10 |
Lee, S.H., Kwon, S.J. (2012). Experimental study on the relationship between time-dependent chloride diffusion coefficient and compressive strength, Journal of the Korea Concrete Institute, 24(6), 715-726.
DOI
|
11 |
Maekawa, K., Ishida, T., Kishi, T. (2003). Multi-scale modeling of concrete performance, Journal of Advanced Concrete Technology, 1(2), 91-126.
DOI
|
12 |
Nawy, E.G. (1990). Reinforced Concrete-A Fundamental Approach-2nd Edition, Prentice Hall, USA, 69-72.
|
13 |
Poulsen, E. (1993). "On a Model of Chloride Ingress into Concrete, Nordic Miniseminar-Chloride Transport," Department of Building Materials, Chalmers University of Technology, Gothenburg, Sweden.
|
14 |
RILEM. (1994). Durability Design of Concrete Structures, Report of RILEM Technical Committee 130-CSL, E&FN, London, 28-52.
|
15 |
Song, H.W., Pack, S.W., Lee, C.H., Kwon, S.J. (2006). Service life prediction of concrete structures under marine environment considering coupled deterioration, Journal of Restoration Building and Monuments, 12(4), 265-284.
|
16 |
Stewart, M.G., Mullard, J.A. (2007). Spatial time-dependent reliability analysis of corrosion damage and the timing of first repair for RC structures, Engineering Structure, 29(7), 1457-1464.
DOI
|
17 |
Sudret, B. (2008). Probabilistic models for the extent of damage in degrading reinforced concrete structures, Reliability Engineering & System Safety, 93(3), 410-422.
DOI
|
18 |
Song, H.W., Pack, S.W., Ann, K.Y. (2009). Probabilistic assessment to predict the time to corrosion of steel in reinforced concrete tunnel box exposed to sea water, Construction and Building Materials, 23(10), 3270-3278.
DOI
|
19 |
Thomas, M.D.A., Bamforth, P.B. (1999). Modeling chloride diffusion in concrete: effect of fly ash and slag, Cement and Concrete Research, 29(4), 487-495.
DOI
|
20 |
Thomas, M.D,A., Bentz, E.C. (2002). Computer Program for Predicting the Service Life and Life-cycle Costs of Reinforced Concrete Exposed to Chlorides, Life365 Manual, SFA, 2-28.
|
21 |
Tang, L., Joost, G. (2007). On the mathematics of time-dependent apparent chloride diffusion coefficient in concrete, Cement and Concrete Research, 37(4), 589-595.
DOI
|
22 |
Yalciner, H., Eren, O., Sensoy, S. (2012). An experimental study on the bond strength between reinforcement bars and concrete as a function of concrete cover, strength and corrosion level, Cement and Concrete Research, 42(5), 643-655.
DOI
|
23 |
Alonso, C., Castellote, M., Andrade, C. (2002). Chloride Threshold Dependence of Pitting Potential of Reinforcements, Electrochemica Acta, 47(21), 3469-3481.
DOI
|
24 |
Broomfield, J.P. (1997). Corrosion of Steel in Concrete: Understanding, Investigation and Repair, E&FN, London, 1-15.
|
25 |
CEB. (1997). New Approach to Durability Design, CEB Bulletin 238, 29-43.
|
26 |
Val, D.V., Trapper, P.A. (2008). Probabilistic evaluation of initiation time of chloride induced corrosion, Reliability Engineering & System Safety, 93(3), 364-372.
DOI
|