Interaction Analysis of Collinear Two Cracks with Unequal Length under Uniaxial Traction

Table 1

Results for two collinear cracks of unequal length (a₂=0.4).

d/a2	(A)/				(B)/				(C)/				(D)/
	a1=1.5a2	a1=2a2	a1=3a2	a1=4a2	a1=1.5a2	a1=2a2	a1=3a2	a1=4a2	a1=1.5a2	a1=2a2	a1=3a2	a1=4a2	a1=1.5a2	a1=2a2	a1=3a2	a1=4a2
1	1.0381	1.0301	1.0211	1.0161	1.1043	1.0993	1.0931	1.0894	1.1844	1.2553	1.3896	1.5136	1.0908	1.1319	1.2143	1.2942
2	1.0217	1.0176	1.0128	1.0099	1.0449	1.0427	1.0398	1.0380	1.0856	1.1253	1.2056	1.2839	1.0520	1.0785	1.1344	1.1911
3	1.0144	1.0120	1.0089	1.0071	1.0256	1.0244	1.0228	1.0216	1.0508	1.0769	1.1322	1.1884	1.0343	1.0531	1.0943	1.1374
4	1.0103	1.0088	1.0067	1.0054	1.0167	1.0160	1.0149	1.0142	1.0339	1.0526	1.0935	1.1365	1.0245	1.0387	1.0705	1.1047
5	1.0078	1.0067	1.0053	1.0043	1.0118	1.0113	1.0106	1.0101	1.0244	1.0384	1.0701	1.1043	1.0185	1.0295	1.0549	1.0829
6	1.0061	1.0054	1.0043	1.0035	1.0088	1.0085	1.0079	1.0076	1.0184	1.0294	1.0548	1.0826	1.0144	1.0233	1.0441	1.0674
8	1.0041	1.0036	1.0029	1.0025	1.0055	1.0053	1.0049	1.0047	1.0116	1.0189	1.0362	1.0559	1.0095	1.0156	1.0304	1.0474