共 61 条
[1]
Jiang C., Wu Y.-F., Dai M.-J., Degradation of steel-to-concrete bond due to corrosion, Constr. Build. Mater., 158, pp. 1073-1080, (2018)
[2]
Cabrera J.G., Deterioration of concrete due to reinforcement steel corrosion, Cem. Concr. Compos., 18, 1, pp. 47-59, (1996)
[3]
Stanish K., Hooton R., Pantazopoulou S., Corrosion effects on bond strength in reinforced concrete, ACI Struct. J., 96, 6, pp. 915-921, (1999)
[4]
Yuan Y., Yu S., Jia F., Deterioration of bond behavior of corroded reinforced concrete, Ind. Constr., 29, 11, pp. 47-50, (1999)
[5]
Auyeung Y., Balaguru P., Chung L., Bond behavior of corroded reinforcement bars, ACI Mater. J., 97, 2, pp. 214-220, (2000)
[6]
Lee H., Noguchi T., Tomosawa F., Evaluation of the bond properties between concrete and reinforcement as a function of the degree of reinforcement corrosion, Cem. Concr. Compos., 32, 8, pp. 1313-1318, (2002)
[7]
Chung L., Cho S., Kim J., Yi S., Correction factor suggestion for ACI development length provisions based on flexural testing of RC slabs with various levels of corroded reinforcing bars, Eng. Struct., 26, 8, pp. 1013-1026, (2004)
[8]
Chung L., Kim J., Yi S., Bond strength prediction for reinforced concrete members with highly corroded reinforcing bars, Cem. Concr. Compos., 30, 7, pp. 603-611, (2008)
[9]
Bhargava K., Ghosh A., Mori Y., Ramanujam S., Suggested empirical models for corrosion-induced bond degradation in reinforced concrete, J. Struct. Eng., 134, 2, pp. 221-230, (2008)
[10]
Kivell A., Effects of Bond Deterioration Due to Corrosion on Seismic Performance of Reinforced Concrete Structures, (2012)