kindred/create
1
1
Fork 0
Code Issues 30 Pull Requests Actions Packages Projects 9 Releases 2 Wiki Activity

format TopoShapeWirePy.xml

Browse Source
This commit is contained in:
flachyjoe
2021-03-22 22:25:48 +01:00
committed by wwmayer
parent 44f6b670a8
commit 80a3aa8eaa
1 changed files with 54 additions and 41 deletions
Download Patch File Download Diff File Expand all files Collapse all files

95
src/Mod/Part/App/TopoShapeWirePy.xml
View File

@@ -1,13 +1,13 @@
<?xml version="1.0" encoding="UTF-8"?>
<GenerateModel xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:noNamespaceSchemaLocation="generateMetaModel_Module.xsd">
<PythonExport
Father="TopoShapePy"
Name="TopoShapeWirePy"
Twin="TopoShape"
TwinPointer="TopoShape"
Include="Mod/Part/App/TopoShape.h"
Namespace="Part"
FatherInclude="Mod/Part/App/TopoShapePy.h"
<PythonExport
Father="TopoShapePy"
Name="TopoShapeWirePy"
Twin="TopoShape"
TwinPointer="TopoShape"
Include="Mod/Part/App/TopoShape.h"
Namespace="Part"
FatherInclude="Mod/Part/App/TopoShapePy.h"
FatherNamespace="Part"
Constructor="true">
<Documentation>
@@ -21,42 +21,55 @@
</Methode>
<Methode Name="add">
<Documentation>
<UserDocu>Add an edge to the wire</UserDocu>
<UserDocu>Add an edge to the wire
add(edge)
</UserDocu>
</Documentation>
</Methode>
<Methode Name="fixWire">
<Documentation>
<UserDocu>Fix wire
fixWire([face, tolerance])
--
A face and a tolerance can optionally be supplied to the algorithm:
myWire.fixWire( face, tolerance )
</UserDocu>
</UserDocu>
</Documentation>
</Methode>
<Methode Name="makeHomogenousWires" Const="true">
<Documentation>
<UserDocu>Make this and the given wire homogeneous to have the same number of edges</UserDocu>
<UserDocu>Make this and the given wire homogeneous to have the same number of edges
makeHomogenousWires(wire) -> Wire
</UserDocu>
</Documentation>
</Methode>
<Methode Name="makePipe" Const="true">
<Documentation>
<UserDocu>Make a pipe by sweeping along a wire.</UserDocu>
<UserDocu>Make a pipe by sweeping along a wire.
makePipe(profile) -> Shape
</UserDocu>
</Documentation>
</Methode>
<Methode Name="makePipeShell" Const="true">
<Documentation>
<UserDocu>makePipeShell(shapeList,[isSolid,isFrenet,transition])
Make a loft defined by a list of profiles along a wire. Transition can be
0 (default), 1 (right corners) or 2 (rounded corners).</UserDocu>
<UserDocu>Make a loft defined by a list of profiles along a wire.
makePipeShell(shapeList,[isSolid=False,isFrenet=False,transition=0]) -> Shape
--
Transition can be 0 (default), 1 (right corners) or 2 (rounded corners).
</UserDocu>
</Documentation>
</Methode>
<Methode Name="approximate" Const="true" Keyword="true">
<Documentation>
<UserDocu>Approximate B-Spline-curve from this wire</UserDocu>
<UserDocu>Approximate B-Spline-curve from this wire
approximate([Tol2d,Tol3d=1e-4,MaxSegments=10,MaxDegree=3]) -> BSpline
</UserDocu>
</Documentation>
</Methode>
<Methode Name="discretize" Const="true" Keyword="true">
<Documentation>
<UserDocu>Discretizes the wire and returns a list of points.
discretize(kwargs) -> list
--
The function accepts keywords as argument:
discretize(Number=n) => gives a list of 'n' equidistant points
discretize(QuasiNumber=n) => gives a list of 'n' quasi equidistant points (is faster than the method above)
@@ -91,7 +104,7 @@ Part.show(s)
p=w.discretize(Angular=0.09,Curvature=0.01,Minimum=100)
s=Part.Compound([Part.Vertex(i) for i in p])
Part.show(s)
</UserDocu>
</UserDocu>
</Documentation>
</Methode>
<Attribute Name="Mass" ReadOnly="true">
@@ -111,43 +124,43 @@ absolute Cartesian coordinate system.</UserDocu>
</Attribute>
<Attribute Name="MatrixOfInertia" ReadOnly="true">
<Documentation>
<UserDocu>Returns the matrix of inertia. It is a symmetrical matrix.
The coefficients of the matrix are the quadratic moments of
inertia.
<UserDocu>Returns the matrix of inertia. It is a symmetrical matrix.
The coefficients of the matrix are the quadratic moments of
inertia.
| Ixx Ixy Ixz 0 |
| Ixy Iyy Iyz 0 |
| Ixz Iyz Izz 0 |
| 0 0 0 1 |
| Ixx Ixy Ixz 0 |
| Ixy Iyy Iyz 0 |
| Ixz Iyz Izz 0 |
| 0 0 0 1 |
The moments of inertia are denoted by Ixx, Iyy, Izz.
The products of inertia are denoted by Ixy, Ixz, Iyz.
The matrix of inertia is returned in the central coordinate
system (G, Gx, Gy, Gz) where G is the centre of mass of the
system and Gx, Gy, Gz the directions parallel to the X(1,0,0)
Y(0,1,0) Z(0,0,1) directions of the absolute cartesian
The moments of inertia are denoted by Ixx, Iyy, Izz.
The products of inertia are denoted by Ixy, Ixz, Iyz.
The matrix of inertia is returned in the central coordinate
system (G, Gx, Gy, Gz) where G is the centre of mass of the
system and Gx, Gy, Gz the directions parallel to the X(1,0,0)
Y(0,1,0) Z(0,0,1) directions of the absolute cartesian
coordinate system.</UserDocu>
</Documentation>
<Parameter Name="MatrixOfInertia" Type="Object"/>
</Attribute>
<Attribute Name="StaticMoments" ReadOnly="true">
<Documentation>
<UserDocu>Returns Ix, Iy, Iz, the static moments of inertia of the
current system; i.e. the moments of inertia about the
<UserDocu>Returns Ix, Iy, Iz, the static moments of inertia of the
current system; i.e. the moments of inertia about the
three axes of the Cartesian coordinate system.</UserDocu>
</Documentation>
<Parameter Name="StaticMoments" Type="Object"/>
</Attribute>
<Attribute Name="PrincipalProperties" ReadOnly="true">
<Documentation>
<UserDocu>Computes the principal properties of inertia of the current system.
There is always a set of axes for which the products
of inertia of a geometric system are equal to 0; i.e. the
matrix of inertia of the system is diagonal. These axes
are the principal axes of inertia. Their origin is
coincident with the center of mass of the system. The
associated moments are called the principal moments of inertia.
This function computes the eigen values and the
<UserDocu>Computes the principal properties of inertia of the current system.
There is always a set of axes for which the products
of inertia of a geometric system are equal to 0; i.e. the
matrix of inertia of the system is diagonal. These axes
are the principal axes of inertia. Their origin is
coincident with the center of mass of the system. The
associated moments are called the principal moments of inertia.
This function computes the eigen values and the
eigen vectors of the matrix of inertia of the system.</UserDocu>
</Documentation>
<Parameter Name="PrincipalProperties" Type="Dict"/>