Research on the Fatigue Properties of High Strength Concrete after Exposure to High Temperature under Low Cyclic Compressive Loading

Table 6

Distribution table of relative errors (%).

Specimen number
P-2-0.5	2.667	32.34	2.36
P-2-1	6.01	7.51	5.19
P-2-2	9.18	1.61	2.44
P-2-3	35.77	14.17	4.64
P-4-0.5	9.84	6.93	0.78
P-4-1	32.86	11.59	1.41
P-4-2	8.13	52.48	65.26
P-4-3	20.25	7.96	0.405
P-6-0.5	55.91	22.59	8.70
P-6-1	57.10	21.10	10.28
P-6-2	56.29	21.25	8.66
P-6-3	1.34	59.48	2.45
P-8-0.5	55.36	12.86	9.11
P-8-1	53.73	9.95	11.20
P-8-2	52.68	5.43	8.25
P-8-3	51.61	1.87	5.87

Note. in this table is the absolute value of the relative error.