A Research on Modification Method for NSM FRP-Concrete Bonded Joints Strength Models

Table 15

Reliability index of 16 cases for AM Model.

Case no.	Group 1: without considering the model uncertainty factor	Group 2: with the unmodified model uncertainty factor considered	Group 3: with the modified model uncertainty factor considered
1	2.58	1.53	3.15
2	3.56	1.62	3.05
3	4.82	2.36	2.98
4	3.43	2.47	3.12
5	0.78	1.64	3.48
6	1.39	1.35	3.23
7	3.47	2.94	3.78
8	1.09	3.08	3.09
9	6.62	1.51	2.95
10	4.22	1.73	2.91
11	2.45	1.61	3.96
12	4.58	1.93	4.03
13	5.12	1.54	3.26
14	3.27	1.26	3.01
15	4.40	3.13	2.87
16	5.03	2.98	2.95
Average	3.55	2.04	3.27
CV of β	0.44	0.32	0.11