ObjectJointSliding2D
A specialized sliding joint (without rotation) in 2D between a Cable2D (marker1) and a position-based marker (marker0); the data coordinate x[0] provides the current index in slidingMarkerNumbers, and x[1] the local position in the cable element at the beginning of the timestep.
Additional information for ObjectJointSliding2D:
- This
Object
has/provides the following types =Connector
,Constraint
- Requested
Marker
type =_None
- Requested
Node
type =GenericData
- Short name for Python =
SlidingJoint2D
- Short name for Python visualization object =
VSlidingJoint2D
The item ObjectJointSliding2D with type = ‘JointSliding2D’ has the following parameters:
- name [type = String, default = ‘’]:constraints’s unique name
- markerNumbers [\([m0,m1]\tp\), type = ArrayMarkerIndex, default = [ invalid [-1], invalid [-1] ]]:marker m0: position or rigid body marker of mass point or rigid body; marker m1: updated marker to Cable2D element, where the sliding joint currently is attached to; must be initialized with an appropriate (global) marker number according to the starting position of the sliding object; this marker changes with time (PostNewtonStep)
- slidingMarkerNumbers [\([m_{s0}, \ldots, m_{sn}]\tp\), type = ArrayMarkerIndex, default = []]:these markers are used to update marker m1, if the sliding position exceeds the current cable’s range; the markers must be sorted such that marker \(m_{si}\) at x=cable(i).length is equal to marker(i+1) at x=0 of cable(i+1)
- slidingMarkerOffsets [\([d_{s0}, \ldots, d_{sn}]\), type = Vector, default = []]:this list contains the offsets of every sliding object (given by slidingMarkerNumbers) w.r.t. to the initial position (0): marker m0: offset=0, marker m1: offset=Length(cable0), marker m2: offset=Length(cable0)+Length(cable1), …
- nodeNumber [\(n_{GD}\), type = NodeIndex, default = invalid (-1)]:node number of a NodeGenericData for 1 dataCoordinate showing the according marker number which is currently active and the start-of-step (global) sliding position
- classicalFormulation [type = Bool, default = True]:True: uses a formulation with 3 (+1) equations, including the force in sliding direction to be zero; forces in global coordinates, only index 3; False: use local formulation, which only needs 2 (+1) equations and can be used with index 2 formulation
- constrainRotation [type = Bool, default = False]:True: add constraint on rotation of marker m0 relative to slope (if True, marker m0 must be a rigid body marker); False: marker m0 body can rotate freely
- axialForce [\(f_\mathrm{ax}\), type = Real, default = 0]:ONLY APPLIES if classicalFormulation==True; axialForce represents an additional sliding force acting between beam and marker m0 body in axial (beam) direction; this force can be used to drive a body on a beam, but can only be changed with user functions.
- activeConnector [type = Bool, default = True]:flag, which determines, if the connector is active; used to deactivate (temporarily) a connector or constraint
- visualization [type = VObjectJointSliding2D]:parameters for visualization of item
The item VObjectJointSliding2D has the following parameters:
- show [type = Bool, default = True]:set true, if item is shown in visualization and false if it is not shown
- drawSize [type = float, default = -1.]:drawing size = radius of revolute joint; size == -1.f means that default connector size is used
- color [type = Float4, default = [-1.,-1.,-1.,-1.]]:RGBA connector color; if R==-1, use default color
DESCRIPTION of ObjectJointSliding2D
The following output variables are available as OutputVariableType in sensors, Get…Output() and other functions:
Position
:position vector of joint given by marker0Velocity
:velocity vector of joint given by marker0SlidingCoordinate
:global sliding coordinate along all elements; the maximum sliding coordinate is equivalent to the reference lengths of all sliding elementsForce
:joint force vector (3D)
Definition of quantities
intermediate variables
|
symbol
|
description
|
---|---|---|
data node
|
\({\mathbf{x}}=[x_{data0},\,x_{data1}]\tp\)
|
coordinates of node with node number \(n_{GD}\)
|
data coordinate 0
|
\(x_{data0}\)
|
the current index in slidingMarkerNumbers
|
data coordinate 1
|
\(x_{data1}\)
|
the global sliding coordinate (ranging from 0 to the total length of all sliding elements) at start-of-step - beginning of the timestep
|
marker m0 position
|
\(\LU{0}{{\mathbf{p}}}_{m0}\)
|
current global position which is provided by marker m0
|
marker m0 velocity
|
\(\LU{0}{{\mathbf{v}}}_{m0}\)
|
current global velocity which is provided by marker m0
|
marker m0 orientation
|
\(\LU{0,m0}{\Rot}\)
|
current rotation matrix provided by marker m0 (assumed to be rigid body)
|
marker m0 angular velocity
|
\(\LU{0}{\tomega}_{m0}\)
|
current angular velocity vector provided by marker m0 (assumed to be rigid body)
|
cable coordinates
|
\({\mathbf{q}}_{ANCF,m1}\)
|
current coordiantes of the ANCF cable element with the current marker \(m1\) is referring to
|
sliding position
|
\(\LUR{0}{{\mathbf{r}}}{ANCF} = {\mathbf{S}}(s_{el}){\mathbf{q}}_{ANCF,m1}\)
|
current global position at the ANCF cable element, evaluated at local sliding position \(s_{el}\)
|
sliding position slope
|
\(\LURU{0}{{\mathbf{r}}}{ANCF}{\prime} = {\mathbf{S}}^\prime(s_{el}){\mathbf{q}}_{ANCF,m1} = [r^\prime_0,\,r^\prime_1]\tp\)
|
current global slope vector of the ANCF cable element, evaluated at local sliding position \(s_{el}\)
|
sliding velocity
|
\(\LUR{0}{{\mathbf{v}}}{ANCF} = {\mathbf{S}}(s_{el})\dot{\mathbf{q}}_{ANCF,m1}\)
|
current global velocity at the ANCF cable element, evaluated at local sliding position \(s_{el}\) (\(s_{el}\) not differentiated!!!)
|
sliding velocity slope
|
\(\LURU{0}{{\mathbf{v}}}{ANCF}{\prime} = {\mathbf{S}}^\prime(s_{el})\dot{\mathbf{q}}_{ANCF,m1}\)
|
current global slope velocity vector of the ANCF cable element, evaluated at local sliding position \(s_{el}\)
|
sliding normal vector
|
\(\LU{0}{{\mathbf{n}}} = [-r^\prime_1,\,r^\prime_0]\)
|
2D normal vector computed from slope \({\mathbf{r}}^\prime=\LURU{0}{{\mathbf{r}}}{ANCF}{\prime}\)
|
sliding normal velocity vector
|
\(\LU{0}{\dot{\mathbf{n}}} = [-\dot r^\prime_1,\,\dot r^\prime_0]\)
|
time derivative of 2D normal vector computed from slope velocity \(\dot {\mathbf{r}}^\prime=\LURU{0}{\dot {\mathbf{r}}}{ANCF}{\prime}\)
|
algebraic coordinates
|
\({\mathbf{z}}=[\lambda_0,\,\lambda_1,\, s]\tp\)
|
algebraic coordinates composed of Lagrange multipliers \(\lambda_0\) and \(\lambda_1\) (in local cable coordinates: \(\lambda_0\) is in axis direction) and the current sliding coordinate \(s\), which is local in the current cable element.
|
local sliding coordinate
|
\(s\)
|
local incremental sliding coordinate \(s\): the (algebraic) sliding coordinate relative to the start-of-step value. Thus, \(s\) only contains small local increments.
|
output variables
|
symbol
|
formula
|
---|---|---|
Position
|
\(\LU{0}{{\mathbf{p}}}_{m0}\)
|
current global position of position marker \(m0\)
|
Velocity
|
\(\LU{0}{{\mathbf{v}}}_{m0}\)
|
current global velocity of position marker \(m0\)
|
SlidingCoordinate
|
\(s_g = s + x_{data1}\)
|
current value of the global sliding coordinate
|
Force
|
\({\mathbf{f}}\)
|
see below
|
Geometric relations
Assume we have given the sliding coordinate \(s\) (e.g., as a guess of the Newton method or beginning of the time step). The element sliding coordinate (in the local coordinates of the current sliding element) is computed as
The vector (=difference; error) between the marker \(m0\) and the marker \(m1\) (=\({\mathbf{r}}_{ANCF}\)) positions reads
The vector (=difference; error) between the marker \(m0\) and the marker \(m1\) velocities reads
Connector constraint equations (classicalFormulation=True)
The 2D sliding joint is implemented having 3 equations (4 if constrainRotation==True, see below), using the special algebraic coordinates \({\mathbf{z}}\). The algebraic equations read
No index 2 case exists, because no time derivative exists for \(s_{el}\). The jacobian matrices for algebraic and ODE2 coordinates read
if activeConnector = False
, the algebraic equations are changed to:
Connector constraint equations (classicalFormulation=False)
The 2D sliding joint is implemented having 3 equations (first equation is dummy and could be eliminated; 4 equations if constrainRotation==True, see below), using the special algebraic coordinates \({\mathbf{z}}\). The algebraic equations read
In the index 2 case, the second equation reads
if activeConnector = False
, the algebraic equations are changed to:
In case that constrainRotation = True
, an additional constraint is added for the relative rotation
between the slope of the cable and the orientation of marker m0 body.
Assuming that the orientation of marker m0 is a 2D matrix (taking only \(x\) and \(y\) coordinates), the constraint reads
The index 2 case follows straightforward to
again assuming, that \(\LU{0}{\tilde \tomega}_{m0}\) is only a \(2 \times 2\) matrix.
Post Newton Step
After the Newton solver has converged, a PostNewtonStep is performed for the element, which updates the marker \(m1\) index if necessary.
Furthermore, it is checked, if \(x_{data0}\) becomes smaller than zero, which raises a warning and keeps \(x_{data0}=0\). The same results if \(x_{data0}\ge sn\), then \(x_{data0} = sn\). Finally, the data coordinate is updated in order to provide the starting value for the next step,
Relevant Examples and TestModels with weblink:
ANCFmovingRigidbody.py (Examples/), ANCFslidingJoint2D.py (Examples/), ANCFslidingJoint2Drigid.py (Examples/), ANCFswitchingSlidingJoint2D.py (Examples/), modelUnitTests.py (TestModels/)
The web version may not be complete. For details, consider also the Exudyn PDF documentation : theDoc.pdf