Page 131 - Pipelines and Risers
P. 131

104                                                               Chapter 7


           The smoothing is done by ABAQUS creating B6zier surfaces based on the faceted surface of
           the seabed formed by the rigid elements (Figure 7.7). The resulting Bbzier surfaces, unlike the
           faceted element surface will be smooth and have a continuous outward surface normal. The
           B8zier surfaces will not match the faceted geometry of the rigid surface exactly, but the nodes
           of  the rigid elements defining the seabed will always lie on the Bbzier surface.  In addition,
           the user can specify the degree of smoothing in order to control the geometry of the smoothed
           surface.

           In the established model the set of R3D4 elements defining the seabed is used as a so-called
           master surface for contact applications with the pipe elements. This means that a contact pair
           (pipelseabed) is defined, and an interaction model is specified. This interaction model will
           typically consist of a seabed stiffness and friction definition.


           7.5  Non-linearity and Seabed Model

           The non-linear stress analysis used in the model contains up to three sources of non-linearity
           depending on strain level, change in geometry, and load situation:


              Material non-linearity.
              Geometric non-linearity.
              Boundary non-linearity (friction, sliding etc).

           7.5.1  Material Model
           The material model used is capable of representing the complete stresslstrain relationship for
           the pipeline material, including non-linear plastic behavior (Figure 7.8).

           In the elastic area the stress/strain relationship is governed by supplying the Young’s modulus
           of  the  material.  For the  steel  types commonly used  as  structural pipe  steel, the  Young’s
           modulus will be temperature dependent. This can  easily be  accounted for in the model by
           numerically specifying the Young’s modulus as a function of temperature.


           The plastic behavior of the material is defined by specifying numerically the complete plastic
           stresslstrain curve for the steel (e.g. from test data) in the material definition part of  the input
           file. The temperature expansion coefficient of the material can also be defined as a function of
           temperature if necessary.
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