A Study on the Bond Behavior of Corroded Reinforced Concrete Containing Recycled Aggregates

Table 4

Bond-slip parameters of specimens under the pullout tests.

Number	(MPa)	(MPa)	(MPa)	(mm)		Crack style
HRC1-0	61.8	16.50	10.50	0.0979	0.64	Splitting
HRC1-1		19.63	—	—	—	Yield
HRC1-2		12.96	7.94	0.0944	0.61	Splitting
HRC1-3		5.31	3.16	0.0696	0.59	Splitting
HRC2-0	64.9	16.4	11.41	0.0575	0.70	Splitting
HRC2-1		13.64	9.83	0.0913	0.72
HRC2-2		11.04	6.31	0.1448	0.57
HRC2-3		6.57	2.37	0.1345	0.36
HRC3-0	52.6	14.30	9.49	0.0429	0.66	Splitting
HRC3-1		12.33	10.46	0.1525	0.85
HRC3-2		9.87	6.01	0.1575	0.61
HRC3-3		7.63	3.53	0.1600	0.46
RC1-0	39.7	13.01	9.75	0.3451	0.75	Splitting
RC1-1		7.98	5.59	0.1540	0.7
RC1-2		6.19	4.39	0.2397	0.71
RC1-3		4.80	2.83	0.0535	0.59
RC2-0	40.6	12.31	7.93	0.0743	0.64	Splitting
RC2-2		5.31	2.13	0.0406	0.4
RC2-3		4.79	2.35	0.0144	0.49
RC3-0	32.0	11.61	7.98	0.0677	0.69	Splitting
RC3-1		5.75	3.90	0.2528	0.68
RC3-2		5.02	2.95	0.2272	0.59
RC3-3		4.49	2.14	0.1107	0.47