This section will present a catalog of stress-intensity factor
solutions for some typical crack geometries.
Many of these solutions are found in computer programs and
handbooks. Tables
11.3.1 through 11.3.5 summarize the solutions
that are presented. The solutions are
categorized by the location of the crack, either embedded, in a plate (surface
or edge), or at a hole, in Tables 11.3.1 through 11.3.3.
Solutions for cracks in a cylinders and sphere are summarized in Table 11.3.4, and the ASTM standard specimens are
listed in Table 11.3.5. Table 11.3.6 includes listings of the
parameters used in the drawings and equations as well as their definitions.
Following these tables, the equations for the stress-intensity
factor solutions are given. The
solutions are presented in the same order as listed in the tables.
The remote loading solutions are presented in the form:
|
(11.3.1)
|
where the coefficient Fi is expressed as a
function of geometry, and i indicates the loading type. Some of the cases considered can be used to
develop more complex solutions through the methods of superposition and
compounding
Table 11.3.1. Embedded Cracks
Table 11.3.2. Cracks in a Plate
Table
11.3.3. Cracks from Holes
Table 11.3.4. Cracks in Cylinders and Spheres
Table 11.3.5. ASTM Standard Specimens
Table 11.3.6. Description of Parameters Used for SIF
Solutions
Parameter
|
Description
|
a
|
Crack Depth
|
c
|
Crack Length
|
t
|
Thickness
|
W
|
Width
|
D
|
Hole diameter;
cylinder diameter
|
B
|
Distance from hole center to edge of plate
Thickness (ASTM standard solutions)
|
R
|
Cylinder radius
|
s0
|
Remote tension stress
|
s1 and s2
|
Bending stresses
|
s3
|
Bearing stress
|
Table 11.3.7. Stress Intensity Solutions for Embedded
Cracks
Table 11.3.8. Stress Intensity Solutions for Cracks in
a Plate
Table 11.3.9. Calculation of fi for
Corner Crack Solution
obtained from interpolating in f0, f1,
f2 tables as follows
|
1
|
Four data
points, fI{(a/c)j, a/t, c/W}|j=1,2,3,4, are calculated using cubic spline interpolation, where (a/c)j are
listed tabular values of 0.2, 0.4, 0.5, 1.0, 2.0, 2.5, and 5.0, and, in
general, (a/c)j=1,2 < a/c and (a/c)j=3,4
> a/c.
|
2
|
fi(a/c) are then calculated from the above four data points using piecewise
Hermite polynomial interpolation.
|
Table of F0 Values
|
|
|
c/W =
0.0
|
c/W =
0.1
|
c/W =
0.2
|
c/W =
0.5
|
c/W =
0.8
|
c/W =
1.0
|
a/c
|
a/t
|
a-tip
|
c-tip
|
a-tip
|
c-tip
|
a-tip
|
c-tip
|
a-tip
|
c-tip
|
a-tip
|
c-tip
|
a-tip
|
c-tip
|
0.2
|
0.0
|
1.037
|
1.280
|
1.041
|
1.285
|
1.043
|
1.291
|
1.070
|
1.330
|
1.102
|
1.390
|
1.128
|
1.441
|
|
0.1
|
1.078
|
1.311
|
1.083
|
1.318
|
1.087
|
1.322
|
1.116
|
1.355
|
1.145
|
1.408
|
1.169
|
1.452
|
|
0.2
|
1.157
|
1.374
|
1.161
|
1.380
|
1.169
|
1.388
|
1.207
|
1.420
|
1.240
|
1.470
|
1.268
|
1.513
|
|
0.5
|
1.515
|
1.752
|
1.536
|
1.787
|
1.571
|
1.833
|
1.732
|
1.993
|
1.944
|
2.243
|
2.124
|
2.448
|
|
0.8
|
2.031
|
2.498
|
2.098
|
2.663
|
2.196
|
2.832
|
2.749
|
3.528
|
3.623
|
4.603
|
4.378
|
5.491
|
|
1.0
|
2.475
|
3.286
|
2.578
|
3.585
|
2.749
|
3.931
|
3.790
|
5.340
|
5.523
|
7.514
|
7.026
|
9.311
|
0.4
|
0.0
|
1.073
|
1.173
|
1.077
|
1.177
|
1.082
|
1.183
|
1.130
|
1.244
|
1.201
|
1.314
|
1.254
|
1.365
|
|
0.1
|
1.094
|
1.198
|
1.097
|
1.201
|
1.104
|
1.206
|
1.161
|
1.267
|
1.233
|
1.343
|
1.289
|
1.398
|
|
0.2
|
1.131
|
1.241
|
1.135
|
1.246
|
1.147
|
1.257
|
1.227
|
1.337
|
1.306
|
1.417
|
1.375
|
1.488
|
|
0.5
|
1.317
|
1.488
|
1.339
|
1.521
|
1.378
|
1.567
|
1.577
|
1.749
|
1.865
|
2.072
|
2.117
|
2.349
|
|
0.8
|
1.636
|
1.985
|
1.691
|
2.069
|
1.780
|
2.198
|
2.318
|
2.781
|
3.239
|
3.816
|
4.066
|
4.723
|
|
1.0
|
1.941
|
2.504
|
2.015
|
2.638
|
2.167
|
2.861
|
3.111
|
3.972
|
4.813
|
5.875
|
6.355
|
7.559
|
0.5
|
0.0
|
1.086
|
1.158
|
1.090
|
1.160
|
1.097
|
1.165
|
1.150
|
1.220
|
1.235
|
1.302
|
1.308
|
1.381
|
|
0.1
|
1.102
|
1.179
|
1.106
|
1.180
|
1.113
|
1.185
|
1.178
|
1.245
|
1.271
|
1.339
|
1.350
|
1.424
|
|
0.2
|
1.130
|
1.211
|
1.134
|
1.217
|
1.147
|
1.228
|
1.238
|
1.310
|
1.345
|
1.417
|
1.439
|
1.511
|
|
0.5
|
1.272
|
1.414
|
1.294
|
1.446
|
1.335
|
1.492
|
1.550
|
1.684
|
1.879
|
2.045
|
2.161
|
2.355
|
|
0.8
|
1.546
|
1.827
|
1.596
|
1.899
|
1.684
|
2.018
|
2.224
|
2.574
|
3.169
|
3.609
|
4.010
|
4.516
|
|
1.0
|
1.801
|
2.260
|
1.871
|
2.368
|
2.021
|
2.558
|
2.931
|
3.568
|
4.595
|
5.380
|
6.163
|
7.059
|
1.0
|
0.0
|
1.138
|
1.138
|
1.142
|
1.141
|
1.145
|
1.144
|
1.236
|
1.192
|
1.416
|
1.343
|
1.601
|
1.523
|
|
0.1
|
1.141
|
1.142
|
1.144
|
1.144
|
1.154
|
1.152
|
1.261
|
1.220
|
1.470
|
1.399
|
1.683
|
1.609
|
|
0.2
|
1.144
|
1.145
|
1.152
|
1.154
|
1.172
|
1.172
|
1.309
|
1.267
|
1.565
|
1.486
|
1.801
|
1.685
|
|
0.5
|
1.198
|
1.232
|
1.220
|
1.251
|
1.267
|
1.309
|
1.547
|
1.547
|
2.075
|
2.056
|
2.555
|
2.514
|
|
0.8
|
1.364
|
1.413
|
1.399
|
1.470
|
1.486
|
1.565
|
2.056
|
2.075
|
3.171
|
3.171
|
4.196
|
4.162
|
|
1.0
|
1.481
|
1.615
|
1.545
|
1.686
|
1.685
|
1.801
|
2.514
|
2.555
|
4.162
|
4.190
|
5.977
|
5.977
|
Table of F1 Values
|
|
|
c/W =
0.0
|
c/W =
0.1
|
c/W =
0.2
|
c/W =
0.5
|
c/W =
0.8
|
c/W =
1.0
|
a/c
|
a/t
|
a-tip
|
c-tip
|
a-tip
|
c-tip
|
a-tip
|
c-tip
|
a-tip
|
c-tip
|
a-tip
|
c-tip
|
a-tip
|
c-tip
|
0.2
|
0.0
|
1.037
|
1.280
|
1.041
|
1.285
|
1.043
|
1.291
|
1.070
|
1.330
|
1.102
|
1.390
|
1.128
|
1.441
|
|
0.1
|
0.939
|
1.287
|
0.940
|
1.289
|
0.945
|
1.294
|
0.975
|
1.336
|
1.029
|
1.400
|
1.077
|
1.458
|
|
0.2
|
0.855
|
1.295
|
0.862
|
1.296
|
0.870
|
1.302
|
0.910
|
1.360
|
0.972
|
1.435
|
1.025
|
1.510
|
|
0.5
|
0.683
|
1.475
|
0.689
|
1.486
|
0.706
|
1.520
|
0.820
|
1.632
|
0.956
|
1.829
|
1.070
|
1.990
|
|
0.8
|
0.392
|
1.762
|
0.428
|
1.811
|
0.469
|
1.898
|
0.730
|
2.231
|
1.135
|
2.811
|
1.494
|
3.204
|
|
1.0
|
0.056
|
2.050
|
0.093
|
2.129
|
0.165
|
2.266
|
0.572
|
2.793
|
1.264
|
3.745
|
1.883
|
4.577
|
0.4
|
0.0
|
1.073
|
1.173
|
1.077
|
1.177
|
1.082
|
1.183
|
1.130
|
1.244
|
1.201
|
1.314
|
1.254
|
1.365
|
|
0.1
|
0.941
|
1.152
|
0.943
|
1.160
|
0.956
|
1.170
|
1.015
|
1.214
|
1.087
|
1.307
|
1.188
|
1.396
|
|
0.2
|
0.820
|
1.148
|
0.828
|
1.157
|
0.842
|
1.168
|
0.911
|
1.212
|
0.997
|
1.333
|
1.124
|
1.455
|
|
0.5
|
0.515
|
1.195
|
0.538
|
1.210
|
0.562
|
1.236
|
0.694
|
1.378
|
0.877
|
1.603
|
1.027
|
1.807
|
|
0.8
|
0.194
|
1.340
|
0.217
|
1.360
|
0.247
|
1.400
|
0.488
|
1.705
|
0.903
|
2.243
|
1.255
|
2.739
|
|
1.0
|
-0.026
|
1.490
|
-0.018
|
1.503
|
0.035
|
1.573
|
0.357
|
2.044
|
1.028
|
2.857
|
1.698
|
3.599
|
0.5
|
0.0
|
1.086
|
1.158
|
1.090
|
1.160
|
1.097
|
1.165
|
1.150
|
1.220
|
1.235
|
1.302
|
1.308
|
1.381
|
|
0.1
|
0.946
|
1.130
|
0.952
|
1.139
|
0.965
|
1.148
|
1.027
|
1.192
|
1.117
|
1.297
|
1.233
|
1.417
|
|
0.2
|
0.808
|
1.114
|
0.820
|
1.126
|
0.840
|
1.140
|
0.915
|
1.183
|
1.019
|
1.320
|
1.167
|
1.482
|
|
0.5
|
0.475
|
1.124
|
0.490
|
1.140
|
0.526
|
1.164
|
0.660
|
1.313
|
0.873
|
1.573
|
1.055
|
1.831
|
|
0.8
|
0.129
|
1.223
|
0.150
|
1.243
|
0.184
|
1.281
|
0.422
|
1.570
|
0.838
|
2.099
|
1.197
|
2.654
|
|
1.0
|
-0.094
|
1.334
|
-0.079
|
1.343
|
-0.032
|
1.407
|
0.274
|
1.854
|
0.934
|
2.594
|
1.600
|
3.375
|
1.0
|
0.0
|
1.138
|
1.138
|
1.142
|
1.141
|
1.145
|
1.144
|
1.236
|
1.192
|
1.416
|
1.343
|
1.601
|
1.523
|
|
0.1
|
0.965
|
1.087
|
0.977
|
1.097
|
0.993
|
1.111
|
1.094
|
1.176
|
1.288
|
1.348
|
1.488
|
1.573
|
|
0.2
|
0.785
|
1.047
|
0.810
|
1.060
|
0.838
|
1.080
|
0.960
|
1.167
|
1.180
|
1.368
|
1.408
|
1.650
|
|
0.5
|
0.345
|
0.982
|
0.375
|
1.000
|
0.419
|
1.033
|
0.590
|
1.194
|
0.942
|
1.574
|
1.270
|
2.012
|
|
0.8
|
-0.070
|
0.961
|
-0.043
|
0.983
|
-0.006
|
1.031
|
0.228
|
1.280
|
0.698
|
1.831
|
1.189
|
2.551
|
|
1.0
|
-0.352
|
0.964
|
-0.323
|
0.990
|
-0.279
|
1.043
|
-.005
|
1.407
|
0.637
|
2.028
|
1.154
|
2.992
|
Table of F0 Values
|
|
|
c/W =
0.0
|
c/W =
0.1
|
c/W =
0.2
|
c/W =
0.5
|
c/W =
0.8
|
c/W =
1.0
|
a/c
|
a/t
|
a-tip
|
c-tip
|
a-tip
|
c-tip
|
a-tip
|
c-tip
|
a-tip
|
c-tip
|
a-tip
|
c-tip
|
a-tip
|
c-tip
|
0.2
|
0.0
|
1.037
|
1.280
|
1.006
|
1.054
|
0.976
|
0.822
|
0.900
|
0.138
|
0.800
|
-0.566
|
0.740
|
-1.033
|
|
0.1
|
1.078
|
1.311
|
1.050
|
1.080
|
1.020
|
0.848
|
0.955
|
0.150
|
0.866
|
-0.550
|
0.805
|
-1.018
|
|
0.2
|
1.157
|
1.374
|
1.119
|
1.123
|
1.090
|
0.896
|
1.039
|
0.190
|
0.952
|
-0.522
|
0.885
|
-0.996
|
|
0.5
|
1.515
|
1.752
|
1.469
|
1.492
|
1.440
|
1.259
|
1.400
|
0.530
|
1.313
|
-0.276
|
1.250
|
-0.814
|
|
0.8
|
2.031
|
2.498
|
1.997
|
2.282
|
2.009
|
2.081
|
2.124
|
1.447
|
2.200
|
0.614
|
2.300
|
0.058
|
|
1.0
|
2.475
|
3.286
|
2.470
|
3.085
|
2.558
|
2.967
|
2.873
|
2.536
|
3.320
|
1.821
|
3.700
|
1.347
|
0.4
|
0.0
|
1.070
|
1.175
|
1.050
|
1.000
|
1.010
|
0.796
|
0.940
|
0.215
|
0.845
|
-0.335
|
0.769
|
-0.714
|
|
0.1
|
1.095
|
1.198
|
1.070
|
1.015
|
1.037
|
0.812
|
0.970
|
0.242
|
0.875
|
-0.324
|
0.806
|
-0.700
|
|
0.2
|
1.131
|
1.241
|
1.100
|
1.039
|
1.074
|
0.852
|
1.010
|
0.276
|
0.922
|
-0.284
|
0.859
|
-0.658
|
|
0.5
|
1.317
|
1.488
|
1.281
|
1.288
|
1.271
|
1.112
|
1.250
|
0.563
|
1.196
|
-0.045
|
1.150
|
-0.419
|
|
0.8
|
1.630
|
1.985
|
1.629
|
1.798
|
1.652
|
1.635
|
1.772
|
1.199
|
1.912
|
0.649
|
1.998
|
0.282
|
|
1.0
|
1.941
|
2.504
|
1.970
|
2.318
|
2.044
|
2.167
|
2.376
|
1.861
|
2.778
|
1.548
|
3.177
|
1.194
|
0.5
|
0.0
|
1.086
|
1.158
|
1.055
|
0.989
|
1.020
|
0.789
|
0.942
|
0.244
|
0.854
|
-0.269
|
0.792
|
-0.625
|
|
0.1
|
1.102
|
1.179
|
1.074
|
1.000
|
1.040
|
0.809
|
0.968
|
0.272
|
0.884
|
-0.255
|
0.825
|
-0.603
|
|
0.2
|
1.130
|
1.211
|
1.100
|
1.025
|
1.070
|
0.846
|
1.004
|
0.310
|
0.930
|
-0.212
|
0.878
|
-0.561
|
|
0.5
|
1.272
|
1.414
|
1.241
|
1.230
|
1.234
|
1.067
|
1.216
|
0.566
|
1.187
|
0.025
|
1.157
|
-0.311
|
|
0.8
|
1.546
|
1.827
|
1.538
|
1.649
|
1.560
|
1.502
|
1.701
|
1.123
|
1.851
|
0.652
|
1.938
|
0.362
|
|
1.0
|
1.801
|
2.260
|
1.851
|
2.075
|
1.926
|
1.939
|
2.271
|
1.685
|
2.680
|
1.435
|
3.068
|
1.132
|
1.0
|
0.0
|
1.138
|
1.138
|
1.087
|
0.965
|
1.047
|
0.785
|
0.982
|
0.345
|
0.961
|
-0.070
|
0.964
|
-0.352
|
|
0.1
|
1.141
|
1.142
|
1.097
|
0.977
|
1.060
|
0.810
|
1.000
|
0.375
|
0.983
|
-0.043
|
0.990
|
-0.323
|
|
0.2
|
1.144
|
1.145
|
1.111
|
0.993
|
1.080
|
0.838
|
1.033
|
0.419
|
1.031
|
-0.006
|
1.043
|
-0.279
|
|
0.5
|
1.192
|
1.236
|
1.176
|
1.094
|
1.167
|
0.960
|
1.194
|
0.590
|
1.280
|
0.228
|
1.407
|
-0.005
|
|
0.8
|
1.343
|
1.416
|
1.348
|
1.288
|
1.368
|
1.280
|
1.574
|
0.942
|
1.831
|
0.698
|
2.028
|
0.637
|
|
1.0
|
1.523
|
1.601
|
1.573
|
1.488
|
1.650
|
1.408
|
2.012
|
1.270
|
2.551
|
1.189
|
2.992
|
1.154
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Table 11.3.10. Stress Intensity Solutions for Cracks
from Holes
Table 11.3.11. Additional Equations Used for
Calculating SIF at Holes
|
Thru Cracks
|
Part-thru Cracks
|
|
|
|
G0
|
|
|
G1
|
|
|
G2
|
|
|
Gw
|
|
|
z
|
|
|
|
|
|
Table 11.3.12. Additional Equations Used for
Calculating SIF for Cracks In a Plate and Cracks at Holes
Parameter
|
Equation
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
fx
|
|
|
|
|
|
, M1
|
1
|
|
m1
|
|
|
m2
|
|
|
m3
|
|
|
g1
|
|
|
g3
|
|
|
g4
|
|
|
p
|
|
|
G11
|
|
|
G12
|
|
|
G13
|
|
|
G21
|
|
|
G22
|
|
|
G23
|
|
|
Table 11.3.13. Cracks in Cylinders and Spheres
Table 11.3.14. Stress
Intensity Solutions for ASTM Standard Specimens