Page 159 - Pipelines and Risers
P. 159

132                                                               Chapter 9


           flow) directions. The in-line eigen mode values (natural frequencies) tend to be lower than the
           cross-flow values due to the stiffness of the span end conditions. To limit the amount of data
           processed for this exercise, the fatigue is assessed for the first ten modes.


           The eigen modes for in-line and cross-flow are presented below for the 40" pipeline:























           Figure 9.5 In-line Modes for the 40" Pipe.



















                    I " " " " ' : " "                               I
                   1500        2wo         2500        3wo         3500
                                         Chainage (m)

           Figure 9.6 Cross-flow Modes for the 4W' Pipe.
           The modal analyses also generate unit stress amplitude results i.e. the stress at each node for
           one metre of  modal deflection. This is used to find the stresses along the pipe for VIV  and
           wave induced vibrations. The location of  the maximum bending stress over the section is thc
           point where the fatigue damage is evaluated. The maximum stress is normally located on the
           shoulder or at the mid-span of the dominating free span in each mode.
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