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 (Ca coefficients).

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 POINTS row 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 BUOYANCY block).

catenary

The equilibrium shape of a heavy line hanging under gravity with no bending stiffness — the EI = 0 path’s geometry and the analytical static seed.

clump weight

A discrete mass on a mooring line (a Point3 body or a point with Mass/Vol) that shapes the catenary and adds restoring.

compatibility object

A POINTS, BODIES, or RODS record 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 .fst file 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 (NodeA in a LINES row); 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 EI and 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 in EI is 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_t on 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: EA token. 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 ElasticMod 2/3) 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.