compute structural tension for a single element More...

#include <Cable.h>

Public Attributes
double	L = 0.0

double	Q [3] = {0.0, 0.0, 0.0}

double	midPosition [3] = {0.0, 0.0, 0.0}

double	wet = 0.0

double	dWet_dpA [3] = {0.0, 0.0, 0.0}
	Only when sampled with the wetted fraction's derivatives.

double	dWet_dpB [3] = {0.0, 0.0, 0.0}

bool	hasAcceleration = false
	Whether there are waves and the environment gave an acceleration.

double	acceleration [3] = {0.0, 0.0, 0.0}

double	depth = 0.0

double	relativeHeight = 0.0

bool	hasCurrent = false
	Whether the current was sampled: relativeHeight > -1.

double	seabedRamp = 0.0

double	current [3] = {0.0, 0.0, 0.0}

Detailed Description

What the geometry and the environment give for one segment at one time, the common input of computeSegmentForces and addSegmentHydrodynamicJacobian.

Q is the unit vector from node B to node A (zero for a segment with no length). The wetted fraction is known always; the quantities after it are only sampled for a wetted segment, and the current only where the segment is not deeper below the seabed than the cable is thick.

The documentation for this struct was generated from the following file:

webfhsim/reloadrepos/fhsim_base/src/cable/Cable.h

Public Attributes

Detailed Description