Research Article

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

Table 2

Errors between point weight function method and finite element results.

Stress typeMax errorAverage error (MAPE)
ABABABAB

1127.27%6.92%6.2972.70137.92%1.84%1.2680.507
226.33%3.44%3.9661.35710.59%1.05%0.8050.273
357.53%30.86%10.9043.34915.87%6.44%2.2330.584
456.23%27.46%2.3016.43721.00%7.55%0.4991.193
58.06%10.17%8.5029.5902.64%2.95%1.6561.708
625.26%1.44%0.0470.4001.90%0.91%0.0080.245
71.74%5.59%1.2943.2950.62%2.54%0.2660.623
858.93%31.64%2.00910.82022.86%7.60%0.4152.001
920.56%45.80%5.7582.7466.26%17.74%1.1400.587
10105.03%16.86%19.73620.49133.50%4.79%4.8034.284
1187.32%59.31%15.2342.92719.47%13.92%3.1120.532
1235.36%9.98%0.1250.16514.05%3.58%0.0220.033
1352.64%33.00%14.6122.39612.20%11.98%2.9360.541
145.32%6.75%0.6320.5424.23%2.15%0.1330.103