Crack Paths 2006
100
10
80
8
60
6
4
40
2
20
-20
-042
C1
C1
-40
T1
T1
T2
T2
-6
-60
T3
T3
-80
0
60
120
180
240
300
360
-1-08 0
60
120
180 Rotation angle [°]
240
300
360
-100
Rotation angle [°]
horizontal displacement x
rotation -y
5
500
0
400
-5
C1
T1
-10
300
T2T3
-25-2105
200
CT1T12
100
-30
0
60
120
180 Rotation angle [°]
240
300
360
-100
T3
0 0
60
120
180
240
300
360
-4305
Rotation angle [°]
rotation -x
vertical displacement y
100
78
680
C1
C1
56
40
T12
T1
T2
T3
20
T3
4
0
3
-20
012
-640
-80 0
60
120
180
240
300
360
Rotation angle [°]
-1 0
60
120
180 Rotation angle [°]
240
300
360
-100
rotation -z
axial displacement z
Figure 5 Effect of increasing shear forces on the deflections of a beamwith 50%crack
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