Fatigue Properties of Plain Concrete under Triaxial Tension-Compression-Compression Cyclic Loading

Table 4

Variable amplitude fatigue life of prediction.

Specimen number			Specimen number
25250101	0.88	48	25250301	1.44	109
25250102	1.37	241	25250302	0.94	93
25250103	0.88	303	25250303	0.93	26
25250104	0.91	52	25250304	1.29	293
25250105	1.09	479	25250305	1.06	47
25250201	0.89	1037225	25250401	1.51	2113472
25250202	0.91	136286	25250402	0.76	343910
25250203	0.87	140203	25250403	1.11	102601
25250204	1.01	67159	25250404	1.00	44838
25250205	1.36	1548276	25250405	0.72	84152
25500101	0.80	168	25250301	0.84	55
25500102	0.91	32	25250302	1.27	376
25500103	0.98	61	25250303	1.53	29
25500104	1.29	274	25250304	0.85	38
25500105	0.82	74	25250305	1.28	146
25500201	0.97	2350852	25250401	1.09	572043
25500202	1.13	549963	25250402	1.45	1635711
25500203	0.78	458977	25250403	1.22	335639
25500204	1.33	2245031	25250404	0.97	579068
25500205			25250405
50500101	1.55	916	50500201	0.98	490733
50500102	1.76	330	50500201	1.92	382615
50500103	0.67	137	50500201	1.35	24700
50500104	0.65	542	50500201	0.77	82501
50500105	1.04	2134	50500201	0.63	56662

Note. is equivalent damage value; is the residual fatigue life prediction values.