Regression Analysis of Bond Parameters between Corroded Rebar and Concrete Based on Reported Test Data

Table 4

Variables and standard deviations of the proposed stochastic model.

Pull-out specimens with plain rebar	-	5.57	5.48	0.24	2.0	5.43	0.354	-	-	0.355	0.263	-
Pull-out specimens with deformed rebar (no stirrups)	0.278	-	10.8	-	1.8	13.9	0.123	-	-	0.253	0.234	-
Pull-out specimens with deformed rebar (with stirrups)	0.0760	-	149	-	1.8	161	0.087	0.968	1.35	0.190	0.274	0.297
Beam-end specimens with deformed rebar	0.347	-	41.1	-	1.8	623	0.138	0.461	1.23	0.170	0.215	0.193