Stress Intensity Factors for Corner Cracks under Arbitrary Stress Fields in the Finite Plates Based on the Point Weight Function Method

Table 3

Coefficients of corner cracks.

Intercept	-5.89487	1.744329	5.483675	-5.57322	5.182255	1.682277
	12.23616	-2.8135	-12.3955	19.84396	-20.5147	-4.60525
	17.23644	-4.15612	-18.5356	2.643509	-4.50073	-0.66889
	-191.662	48.48578	188.8367	-162.592	163.544	40.48922
	-5.15717	-1.62008	13.64749	-98.9282	111.2018	22.24433
	-51.6542	11.39764	72.86457	50.87852	-31.1102	-13.1278
	694.9921	-177.653	-639.773	512.5473	-560.977	-124.341
	619.1506	-155.007	-645.637	558.9573	-518.524	-143.321
^3	-176.303	55.97378	133.407	318.2883	-350.748	-74.6492
^3	47.06721	-8.3759	-129.874	-285.838	215.4524	73.37892
^2^2	-1340.88	335.4021	1339.255	-1614.62	1557.657	404.7878
^3	-1046.01	268.2438	941.0398	-288.739	531.7028	57.00663
^3	-779.806	190.325	923.7442	-466.474	448.4325	121.6402
⁴	649.7488	-188.386	-521.065	-581.051	622.5189	143.1407
⁴	121.8748	-32.9044	49.1703	636.8395	-493.739	-164.994
^3^2	930.4039	-232.407	-890.219	1586.042	-1619.86	-394.61
^2^3	1385.34	-343.516	-1447.03	1153.059	-1054.76	-289.309
⁴	821.6166	-211.521	-740.003	-382.276	37.04412	115.9074
⁴	289.6608	-64.6728	-505.561	26.88483	-79.8354	-10.0415
⁵	-824.146	232.6068	672.9231	553.7472	-570.244	-143.993
⁵	-245.295	58.45897	82.59844	-626.826	496.7595	163.578
^3^3	-852.344	222.7734	773.2179	-889.685	800.4015	232.0421
⁴^2	-22.0219	-1.7828	53.76269	-282.883	391.5173	61.49444
^2⁴	-204.763	40.99851	320.3094	-110.543	118.5102	20.83128
⁵	-297.664	77.99593	268.4639	297.6055	-148.1	-82.0632
⁵	-10.9416	0.816179	103.7489	68.2753	-31.1838	-14.7748
⁶	339.1238	-94.8148	-280.593	-197.52	197.0109	54.70254
⁶	129.7753	-28.7984	-70.8769	213.952	-173.829	-56.2093