JKSMI - Journal of the Korea Institute for Structural Maintenance and Inspection

1

Gucunski, N., Romero, F., Kruschwitz, S., Feldmann, R., Abu-Hawash, A., Dunn, M. (2010), Multiple complementary nondestructive evaluation technologies for condition assessment of concrete bridge decks, Transportation Research Record, 2201(1), 34-44.

2

Hansson, C.M. (1984), Comments on electrochemical measurements of the rate of corrosion of steel in concrete, Cement and Concrete Research, 14(4), 574-584.

3

Shamsad, A. (2003), Reinforcement corrosion in concrete structures, its monitoring and service life prediction—a review, Journal of Cement and Concrete Composites, 25(4-5), 459-471.

4

Song, H.W., Shim, H.B., Petcherdchoo, A., Park, S.K. (2009), Service life prediction of repaired concrete structures under chloride environment using finite difference method, Cement and Concrete Composites, 31(2), 120-127.

5

Lee, H.S., Cho, Y.S. (2009), Evaluation of the mechanical properties of steel reinforcement embedded in concrete specimen as a function of the degree of reinforcement corrosion, International Journal of Fracture, 157(1-2), 81-88.

6

Dogan, M. (2015), Corrosion failure in concrete reinforcement to damage during seismic, Engineering Failure Analysis, 56, 275-287.

7

FEMA (Federal Emergency Management Agency) (1998), FEMA 310 Handbook for Seismic Evaluation of Buildings - A Prestandard, Washington, DC, USA: FEMA

8

FEMA (Federal Emergency Management Agency) (2000), FEMA 356 Prestandard and Commentary for Seismic Rehabilitation of Buildings, Washington, DC, USA: FEMA

9

JBDPA (Japan Building Disaster Prevention Association) (2005), English Version: Standard for Seismic Evaluation of Existing Reinforced Concrete Buildings, Tokyo, Japan: JBDPA

10

Tran, T., Tran, T., Nguyen, X., Nguyen, D., Vu, B., Vo, V. (2022), Influences of pre-bending load and corrosion degree of reinforcement on the loading capacity of concrete beams, Journal of the Mechanical Behavior of Materials, 31(1), 554-563.

11

Kim, H. W., Jee, N. Y. (2005), Effect of the rebar corrosion rate on bond strength in reinforced concrete – factors caused by compressive strength and embedded rebar condition, Journal of the Architectural Institute of Korea Structure & Construction, 21(11), 159-166.

12

Kim, H.W., Jee, N.Y., Yoon, S. C. (2002), Effect of the rebar corrosion rate on bond strength in reinforced concrete, Proceedings of Korea Concrete Institute, 537-542.

13

Tondolo, F. (2015), Bond behaviour with reinforcement corrosion, Construction and Building Materials, 93, 926-932.

14

Mehta, P. K. (1993), Concrete - Structure, Properties and Materials, Prentice Hall

15

Zhu, W., Francois, R. (2013), Effect of corrosion pattern on the ductility of tensile reinforcement extracted from a 26-year-old corroded beam, Advances in Concrete Construction, 1(2), 121-136.

16

Han, S.J., Joo, H.E., Choi, S.H., Heo, I., Kim, K.S., Seo, S.Y. (2019), Experimental study on shear capacity of reinforced concrete beams with corroded longitudinal reinforcement, Materials (Basel), 12(5), 837

17

KS F 2403 (2019), Standard test method for making and curing concrete specimens, Korea

18

KS F 2405 (2022), Test method for compressive strength of concrete, Korea

19

KS B 0801 (2017), Test pieces for tension test for metallic materials, Korea: Korean Industrial Standards

20

KS B 0802 (2017), Method of tensile test for metallic materials, Korea: Korean Industrial Standards

21

Choi, S.W., Jung, H.T., Chang, S., Kim, J.S. (2007), An Experimental Study on Fatigue-Bond Behavior of RC Structures Considering Reinforcement Corrosion, KSCE Journal of Civil and Environmental Engineering Research, 27(4A), 579-584.

22

Miyagawa, T., Okada, K., Kobayashi, K., Kutomi, O. (1985), Influence of longitudinal cracks due to reinforcement corrosion on the mechanical properties of concrete members, Proceedings of the 7th Annual Conference of the Japan Concrete Institute, 113-116.

23

Imperatore, S., Leonardi, A., Rinaldi, Z. (2012), Mechanics, Models and Methods in Civil Engineering, 61, Berlin: Springer

24

ASTM G1-25 (2025), Standard Practice for Preparing, Cleaning, and Evaluating Corrosion Test Specimens, West Conshohocken, PA, USA: ASTM International (American Society for Testing and Materials)

25

JBDPA (Japan Building Disaster Prevention Association) (2015), Standard for damage level classification, Tokyo, Japan: JBDPA

26

Maeda, M., Nakano, Y., Lee, K.S. (2004), Post-earthquake damage evaluation for R/C buildings based on residual seismic capacity, Proceedings of 13th World Conference on Earthquake Engineering

JKSMIJournal of the Korea Institute for
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JKSMIJournal of the Korea Institute forStructural Maintenance and Inspection