Cable

Spring-mass cable SimObject with Hydrodynamic loads and bottom contact; winchable from both ends.

Collaboration diagram for Cable:

Simulation model of a discrete mass point cable, connected with linear springs, in three degrees of freedom.

• Reynolds dependent hydrodynamic load model.
• Contact forces with seabed.
• Cable can be winched in/out at both ends.

Author

Jorgen Haavind Jensen

Date

11.04.2011 JHJ: Initial version.

Example configuration excerpt

<Lib
  LibName     = "fhsim_base"
  SimObject   = "Cable"
  Name        = "C"
  cableLength = "10"
  numElements = "50"
  diameter    = "0.01"
  cableWeight = "100"
/>
<Lib
  LibName     = "fhsim_base"
  SimObject   = "DefaultEnvironment"
  Name        = "Env"
  Seadepth    = "100"
/>
...
<Connection
  C.PositionA        = "0,0,-10"
  C.PositionB        = "0,0,-0.1"
  C.VelocityA        = "0,0,0"
  C.VelocityB        = "0,0,0"
  C.RetractedLengthA = "0"
  C.RetractedLengthB = "0"
  C.RetractedSpeedA  = "0"
  C.RetractedSpeedB  = "0"
/>

Note

The simulation must include an Environment, e.g. CDefaultEnvironment.

Input ports

Name	Width	Description
PositionA	3	The position of end A.
PositionB	3	The position of end B.
VelocityA	3	The velocity of end A.
VelocityB	3	The velocity of end B.
RetractedLengthA	1	Retracted cable length at endpoint A
RetractedLengthB	1	Retracted cable length at endpoint B
RetractedSpeedA	1	Rate of retraction at endpoint A
RetractedSpeedB	1	Rate of retraction at endpoint B

Output ports

Name	Width	Description
ForceA	3	The spring force from end A.
ForceB	3	The spring force from end B.

Configuration parameters

Name	Width	Description
cableLength	1	Total cable length [m]
numElements	1	Number of mass nodes in cable [#]
diameter	1	nominal cross sectional diameter [m]
tensileCrossSectionArea	1	cross sectional area of load bearing material [m^2]; Default: 75% of nominal area
displacementCrossSectionArea	1	fluid displacement cross section area [m^2]; Default: 90% of nominal area
E-modulus	1	Young's modulus of load bearing material [Pa],[N/m^2]; Default: 10^11 (100GPa)
cableWeight	1	Cable weight per meter [kg/m]; Default: tensileCrossSectionArea*7900kg/m^3
hydrodynamicDiameter	1	effective hydrodynamic diameter [m]; Default: +5% of nominal diameter
internalDampingCoefficient	1	structural axial damping factor. A value of 1 gives critical damping. Default: 0.25

Initial conditions

By specifying no initial conditions, the end points are being used to calculate the catenary. Note that this will fail if the distance between the end points is greater than the cable length, or if the points have the same north and east components (hanging straight down). Otherwise, it is possible to specify each and every point's position and velocity:

Name	Width	Description
Position[i]	3	The Position of element NUM, from 0 to numElements-1.
Velocity[i]	3	The velocity of element NUM, from 0 to numElements-1.

Full example file

<Contents>
  <OBJECTS>
    <Lib
        LibName="base" 
        SimObject="Cable"  
        Name="C"
        cableLength="10"
        numElements="50"
        diameter="0.01"
        cableWeight="100"
    />
  
    <Lib
        LibName="base" 
        SimObject="DefaultEnvironment"  
        Name="Env"
        Seadepth="100"
    />
   
  </OBJECTS>
  
  <INTERCONNECTIONS>
    <Connection
        C.PositionA="0,0,-10"
        C.PositionB="0,0,-0.1"
        C.VelocityA="0,0,0"
        C.VelocityB="0,0,0"
        C.RetractedLengthA="0"
        C.RetractedLengthB="0"
        C.RetractedSpeedA="0"
        C.RetractedSpeedB="0"
    />
  </INTERCONNECTIONS>
 
  <INITIALIZATION>
    <InitialCondition
    />
  </INITIALIZATION>
 
  <INTEGRATION>
    <Engine
    IntegratorMethod="2"
    NumCores="1"
    TOutput="0,0:1:30,31"
    LogStates ="1"  
    stepsize ="0"
    HMax="0.002"
    HMin="0.00000001"
    AbsTol="1e-3" RelTol="1e-3"
    UseRSSNormInsteadOfInfNorm="0"
    FileOutput="union(object.FineCable:port.ForceA,object.FineCable:port.ForceB)"
    />
  </INTEGRATION>
</Contents>

This SimObject is referred to as Cable