Abstract
All over the world, offshore pipelines are used to transport oil and gas across sea. These pipes are installed on the sea floor by dedicated pipelaying vessels, for which several laying methods are used. Examples of such methods are the Jlay method and Slay method, of which the first letter refers to the shape of the pipe during installation. To ensure the integrity of the pipe, pipelaying is simulated numerically. In this thesis, a numerical model for simulation of offshore pipelaying is presented. This model has been developed to be substantially more efficient and physically more realistic than existing models.
In the numerical model the pipe is modelled with beam finite elements. These
elements can be subjected to large displacements and rotations, which result in
geometrically nonlinear behaviour. A convenient approach to modelling this
nonlinearity is the corotational formulation, in which a local coordinate system
moves and rotates with the element. In this research, an existing corotational
beam element formulation has been improved by increasing accuracy and
efficiency.
Due to the nonlinear relations in the numerical model, an iterative algorithm
is required to obtain balance of forces and moments. In this work the Newton–
Raphson algorithm is used to obtain quadratic convergence. This requires deriving consistent stiffness matrices to account for variations of all loads that are dependent on the degrees of freedom.
Static loads included are gravity and buoyancy, for which equivalent nodal forces
and moments are derived. A detailed buoyancy model is compared with a simpler submerged weight model, which is based on Archimedes’ law. The submerged weight model is inaccurate when plastic deformation occurs and when a free pipe end is involved.
Hydrodynamic loads are modelled by Morison’s equation, modified for a moving
cylinder. This equation consists of three parts: drag, added mass and a pressure
gradient. The drag results in damping, the remaining parts are inertia terms.
Dynamic simulations are performed with the HHTα time integration method.
This is an implicit method, for which stability is not dependent on time step
size. The HHTα method is secondorder accurate and has controllable numerical damping that damps higher frequencies without affecting the lower frequencies too much.
At the start of a dynamic numerical simulation, a load is suddenly applied to the
structure. This sudden load can excite high natural frequencies that are physically not relevant. An initialisation procedure for the HHTα method is presented, that avoids excitation of these high frequencies to prevent incorrect predictions of the pipe’s kinematics.
In the pipelay model the pipe can be in contact with the seabed and with
rollerboxes on the stinger and on the vessel. This contact is modelled with the
Penalty method, in which the contact state is binary: there is either ‘contact’ or
‘no contact’. The contact state can alternate between ‘contact’ and ‘no contact’
over consecutive Newton–Raphson iterations. A contactstate delay procedure is
presented that prevents this alternating behaviour.
A tensioner controls the tension applied to the pipe by paying in or paying out the pipe when the measured tension exceeds predefined limits. In the tensioner model the tension is measured at the tensioner, while the pipe is payed in or out at the end of the stinger. This separation successfully ensures that the pipe nodes that are in contact with the rollerboxes remain in a correct position when the pipe moves axially.
In a thinwalled pipe stresses in radial direction are much smaller than stresses in circumferential and axial direction, such that a plane stress state can be
assumed. Stresses in circumferential direction are defined by the internal and
external pressure acting on the pipe. These assumptions are used to derive an
efficient dedicated algorithm for plasticity in pipes with arbitrary isotropic hardening. Additionally, the plasticity algorithm is implemented such that it
does not negatively affect the Newton–Raphson iteration behaviour.
Results of linear elastic Jlay simulations with the new pipelay model are similar
to those of industry standard software Offpipe. Results of linear elastic Slay
simulations show that Offpipe overestimates bending strains for pipes with a small diameter. When plastic deformation occurs, Offpipe underestimates axial strains due to its simplistic material model. In the new pipelay model, these strains are calculated correctly.
The new pipelay model can also be used to simulate a startup procedure with
a free pipe end, which requires the detailed buoyancy model. The new pipelay
model can also be used to model residual curvature in the pipe, which results
from the plastic deformation on the stinger. These simulations are not possible in Offpipe.
In the new pipelay model numerical time integration can be applied with time steps that are up to 100 times larger than those in Offpipe. These larger time steps are possible due to high stability of the algorithms described in this thesis, such as the contactstate procedure and the implemented plasticity model.
In the numerical model the pipe is modelled with beam finite elements. These
elements can be subjected to large displacements and rotations, which result in
geometrically nonlinear behaviour. A convenient approach to modelling this
nonlinearity is the corotational formulation, in which a local coordinate system
moves and rotates with the element. In this research, an existing corotational
beam element formulation has been improved by increasing accuracy and
efficiency.
Due to the nonlinear relations in the numerical model, an iterative algorithm
is required to obtain balance of forces and moments. In this work the Newton–
Raphson algorithm is used to obtain quadratic convergence. This requires deriving consistent stiffness matrices to account for variations of all loads that are dependent on the degrees of freedom.
Static loads included are gravity and buoyancy, for which equivalent nodal forces
and moments are derived. A detailed buoyancy model is compared with a simpler submerged weight model, which is based on Archimedes’ law. The submerged weight model is inaccurate when plastic deformation occurs and when a free pipe end is involved.
Hydrodynamic loads are modelled by Morison’s equation, modified for a moving
cylinder. This equation consists of three parts: drag, added mass and a pressure
gradient. The drag results in damping, the remaining parts are inertia terms.
Dynamic simulations are performed with the HHTα time integration method.
This is an implicit method, for which stability is not dependent on time step
size. The HHTα method is secondorder accurate and has controllable numerical damping that damps higher frequencies without affecting the lower frequencies too much.
At the start of a dynamic numerical simulation, a load is suddenly applied to the
structure. This sudden load can excite high natural frequencies that are physically not relevant. An initialisation procedure for the HHTα method is presented, that avoids excitation of these high frequencies to prevent incorrect predictions of the pipe’s kinematics.
In the pipelay model the pipe can be in contact with the seabed and with
rollerboxes on the stinger and on the vessel. This contact is modelled with the
Penalty method, in which the contact state is binary: there is either ‘contact’ or
‘no contact’. The contact state can alternate between ‘contact’ and ‘no contact’
over consecutive Newton–Raphson iterations. A contactstate delay procedure is
presented that prevents this alternating behaviour.
A tensioner controls the tension applied to the pipe by paying in or paying out the pipe when the measured tension exceeds predefined limits. In the tensioner model the tension is measured at the tensioner, while the pipe is payed in or out at the end of the stinger. This separation successfully ensures that the pipe nodes that are in contact with the rollerboxes remain in a correct position when the pipe moves axially.
In a thinwalled pipe stresses in radial direction are much smaller than stresses in circumferential and axial direction, such that a plane stress state can be
assumed. Stresses in circumferential direction are defined by the internal and
external pressure acting on the pipe. These assumptions are used to derive an
efficient dedicated algorithm for plasticity in pipes with arbitrary isotropic hardening. Additionally, the plasticity algorithm is implemented such that it
does not negatively affect the Newton–Raphson iteration behaviour.
Results of linear elastic Jlay simulations with the new pipelay model are similar
to those of industry standard software Offpipe. Results of linear elastic Slay
simulations show that Offpipe overestimates bending strains for pipes with a small diameter. When plastic deformation occurs, Offpipe underestimates axial strains due to its simplistic material model. In the new pipelay model, these strains are calculated correctly.
The new pipelay model can also be used to simulate a startup procedure with
a free pipe end, which requires the detailed buoyancy model. The new pipelay
model can also be used to model residual curvature in the pipe, which results
from the plastic deformation on the stinger. These simulations are not possible in Offpipe.
In the new pipelay model numerical time integration can be applied with time steps that are up to 100 times larger than those in Offpipe. These larger time steps are possible due to high stability of the algorithms described in this thesis, such as the contactstate procedure and the implemented plasticity model.
Original language  English 

Qualification  Doctor of Philosophy 
Awarding Institution 

Supervisors/Advisors 

Award date  17 Sep 2020 
Place of Publication  Enschede 
Publisher  
Print ISBNs  9789036550307 
DOIs  
Publication status  Published  17 Sep 2020 