Page 86 - Pipelines and Risers
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BucWing/Collapse of Deepwater Metallic Pipes 59
This is in agreement with the previous discussion about Timoshenko’s and Haagsma’s
collapse equation.
Figure 3.11 Limit bending moment surface as a function of pressure and longitudinal force.
Figure 3.12 Limit bending moment surface as a function of pressure and longitudinal force including cross
sections for which comparison between analytical solution and results from finite element analyses has
been performed.
