Glossary
Offshore mooring/cable and solver terms as CableDyn uses them. Conventions (frames, signs, tension) are defined precisely in Conventions.
- added mass
The inertial reaction of the surrounding fluid to line acceleration (
Cacoefficients).- anchor
The fixed point where a mooring line terminates on the seabed (End B).
- boundary attachment
The native object at a line end: an anchor, fairlead, connector, clump, float, vessel, or rigid body. A MoorDyn-style
POINTSrow is a deck record that translates to one of these; it is not a CableDyn finite-element node.- buoyancy module
Discrete floats clamped to a cable to make a section net-buoyant; in a deck, a net-buoyant line type (or the
EQUIVALENT BUOYANCYblock).- catenary
The equilibrium shape of a heavy line hanging under gravity with no bending stiffness — the
EI = 0path’s geometry and the analytical static seed.- clump weight
A discrete mass on a mooring line (a
Point3body or a point withMass/Vol) that shapes the catenary and adds restoring.- compatibility object
A
POINTS,BODIES, orRODSrecord of the MoorDyn deck layout. These records are translated into line boundary objects or rigid bodies; their MoorDyn node identity is not part of the CableDyn line mesh.- CompMooring = 5
The setting in the
.fstfile of OpenFAST (maintained by NLR, the National Laboratory of the Rockies, formerly NREL) that selects CableDyn as the mooring/cable module (stock MoorDyn is= 3). See Coupling: OpenFAST and CFD.- Cosserat rod
The secondary finite-EI element with SO(3) rotation DOFs; not part of the validated product. See Solver paths.
- coupling boundary
The single kinematics-in / loads-out interface every caller uses; the reason one solver core serves the driver, OpenFAST, and CFD identically. See Coupling boundary.
- cubic-Hermite element
CableDyn’s finite-EI (
EI > 0) bending element: position + material tangent per node, \(C^1\) centreline, exact curvature, no rotation DOFs. See Solver paths.- effective tension
The OrcaFlex tension convention CableDyn reports, \(T_e = T_w + (P_oA_o - P_iA_i)\). With buoyancy applied as a distributed load it is the reported axial tension; see Conventions.
- EI = 0
A line type with zero bending stiffness — routes to the positions-only cable path (chains, wire, taut synthetic moorings).
- End A
The fairlead / upper end of a line (
NodeAin aLINESrow); arc length \(s = 0\). See Key concepts.- End B
The anchor / lower end of a line (
NodeB); arc length \(s = L\).- fail closed
Reject an unsupported, ambiguous, non-finite, or inconsistent request with a named error instead of silently omitting or approximating the requested physics.
- fairlead
The point where a mooring line or cable attaches to the floating platform (End A).
- FOWT
Floating offshore wind turbine — CableDyn’s application domain.
- Froude-Krylov
The load from the undisturbed wave pressure field, driven by the wave fluid acceleration.
- generalised-alpha
The implicit time integrator of Chung & Hulbert (1993), with tunable high-frequency dissipation set by the spectral radius. See Theory.
- hang-off
The upper end of a dynamic cable at the platform, where a bend stiffener limits curvature — the other fatigue-critical location.
- JONSWAP
A standard irregular-sea wave spectrum (deck
jonswap Hs Tp gamma dir waves); other spectra are listed in Theory.- lazy-wave
A dynamic power-cable configuration with a net-buoyant middle section that lifts an arch between the hang-off and the seabed, decoupling platform motion from the touchdown. The main application of the finite-EI path.
- line
One object spanning End A → End B, built from an ordered list of sections. The unit of the CableDyn model. Different from MoorDyn, where a composite is several lines.
- line type
The reusable material a section refers to by name — diameter, mass,
EA,BA,EI, and the Morison coefficients.- load continuation
Applying the external load (or
EIand buoyancy on the bending path) in stages and solving a Newton problem at each stage, from the seed to the full equilibrium. The static solve first tries Newton at the full load; continuation inEIis the default route of the bending path and load continuation the fallback of the cable path. The result is a true equilibrium, not a dynamic relaxation. See Theory.- Morison
The semi-empirical hydrodynamic load model (drag + inertia by section-relative flow); the coefficients
Cd_n,Cd_t,Ca_n,Ca_ton a line type.- original working curve
The Syrope OWC table relating strain and tension before history-dependent modification.
- sag bend
The lower curvature peak of a lazy-wave cable, below the buoyant arch — a fatigue-critical location.
- section
A contiguous run of one line type with its own length and mesh density; a line is an ordered list of sections A → B (the line-and-section arrangement OrcaFlex also uses).
- snap load
A sudden tension spike when a slack line goes taut; a stiff transient the implicit integrator handles at large
dt(CableDyn verification and validation).- spectral radius
The generalised-α dissipation parameter \(\rho_\infty\) (deck option
rhoInf); see Conventions for its range and defaults.- spread mooring
Several mooring lines radiating from a platform to anchors (e.g. three lines at 120°).
- Syrope
The polyester working-curve constitutive model selected with a
SYROPE:EAtoken. It carries a slow-strain and a running-maximum-tension history that is committed with every step and rolled back with a failed step.- taut mooring
A mooring held under high pretension so the line is nearly straight and carries little catenary sag; typically synthetic rope. Semi-taut is the intermediate regime.
- touchdown
The region where a line meets the seabed; the touchdown point migrates as the platform moves.
- viscoelastic rope
A synthetic rope whose slow and dynamic axial responses differ. CableDyn models it as a series-Kelvin solid (MoorDyn
ElasticMod2/3) with a committed internal state; see Theory.- VolturnUS-S
The UMaine semi-submersible platform for the IEA-15MW turbine; the reference platform of the validation cases (CableDyn verification and validation).
- WaterKin
A MoorDyn-F-compatible external water-kinematics file. Current and wave modes are independent; route ownership and supported combinations are listed in Capabilities and route selection.
- Wheeler stretching
A kinematics correction that evaluates linear-wave kinematics at a stretched elevation so that the fields extend to the instantaneous free surface; see Theory.