Page 127 - Pipelines and Risers
P. 127

100                                                               Chapter 7


          Effects of high-pressurehigh-temperature (HP/HT)
          High  temperatures from the contents of  the pipeline causes material expansion of  the pipe
          steel, this leads to an extension in the pipe length and the pipeline will buckle and seek new
          deformation  paths  to  maintain  in  equilibrium  (Figure  7.3).  The  influence  of  material
          expansion due to variation of temperature may therefore be included in the model.

          Material properties such as yield stress, tensile strength and Young’s modulus change with
          material temperature, and if necessary may be accounted for.

          External hydrostatic pressure is an important factor regarding the strength capacity of  deep-
          water pipelines. Since the model may include a fully three-dimensional seabed, the external
          pressure may be a function of  the water depth. Internal pressure can be modeled as constant,
          but the possibility to account for the static head of the contents may be included.








          Figure 7.3 Top view of the fmite-element model showing buckling due to temperature dependent material
          expansion (scaled displacements).

          7.2.2  Dynamic Analysis Problem
          Wave and current loading
          Hydrodynamic forces arise from water particle velocity and acceleration. These forces can be
          fluctuating (caused by  waves) or constant (caused by  steady currents) and will result in  a
          dynamic load pattern on the pipeline (Figure 7.4). Drag, inertia, and lift forces are of interest
          when  analyzing the  behavior  of  a  submerged  pipeline  subjected  to  wave  andor current
          loading.

                     ..      ..                            ..
                                                     ..



          Figure 7.4 Top view of the finite-element model showing horizontal displacement when the pipeline is
          subjected to wave and current loading.
          Because of the dynamic nature of waves, the pipeline response when subjected to this type of
          loading may be investigated in a dynamic analysis. Further, several wave formulations would
          be desirable. 2D regular or random long-crested waves and the 3D regular or random short-
          crested waves may be included in the finite-element model to supply the wave kinematics in a
          dynamic analysis.
          Trawl gear pullover response
          The trawl gear pullover loads may result in a dynamic plastic response. The calculation of
          loads and strength acceptance criteria are discussed in Chapter 11.
   122   123   124   125   126   127   128   129   130   131   132