Civil Engineering Reference
In-Depth Information
φ
t
θ
/2
+
φ
R
2
R
1
θ
FIGURE 3.55
Strain to the denting member.
Boat impact - strain checking for 20'' pipe
Equivalent strain, upper side
0.164707
0.14
0.12
0.1
0.08
Section A
0.06
0.04
0.02
0
x
y
z
Load case/step: 1/388
FIGURE 3.56
Strain contour for 400 mm displacement with maximum strain of 16%.
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