cape.pycart.lineLoad: Sectional loads module¶
This module contains functions for reading and processing sectional loads. It
is a version of cape.cfdx.lineLoad that is closely tied to
cape.pycart.dataBook.
It provides the primary class DBLineLoad, which
is a subclass of cape.cfdx.dataBook.DBBase. This class is an interface to
all line load data for a specific surface component.
For reading the sectional load for a single solution on one component (which
includes multiple coefficients), there is another class CaseLL.
Finally, reading seam curves from individual cases utilizes the class
CaseSeam.
- class cape.pycart.lineLoad.CaseLL(comp, proj='LineLoad', sec='dlds', **kw)¶
Individual class line load class
- Call:
>>> LL = CaseLL(cart3d, i, comp)
- Inputs:
- cart3d:
cape.pycart.cntl.Cntl Master pyCart interface
- i:
int Case index
- comp:
str Name of line load group
- cart3d:
- Outputs:
- LL:
pyCart.lineLoad.CaseLL Instance of individual case line load interface
- LL.nCut:
int Number of x-cuts to make, based on options in cart3d
- LL.nIter:
int Last iteration in line load file
- LL.nStats:
int Number of iterations in line load file
- LL.RefL:
float Reference length
- LL.MRP:
numpy.ndarrayshape=(3,) Moment reference center
- LL.x:
numpy.ndarrayshape=(nCut,) Locations of x-cuts
- LL.CA:
numpy.ndarrayshape=(nCut,) Axial force sectional load, d(CA)/d(x/RefL))
- LL:
- Versions:
2015-09-16
@ddalle: First version2016-06-07
@ddalle: Subclassed
- class cape.pycart.lineLoad.CaseSeam(fname, comp='entire', proj='LineLoad')¶
Seam curve interface
- Call:
>>> S = CaseSeam(fname, comp='entire', proj='LineLoad')
- Inputs:
- fname:
str Name of file to read
- comp:
str Name of the component
- fname:
- Outputs:
- S
cape.cfdx.lineLoad.CaseSeam Seam curve interface
- S.ax:
"x"|"y"|"z" Name of coordinate being held constant
- S.x:
float| {list(np.ndarray)} x-coordinate or list of seam x-coordinate vectors
- S.y:
float| {list(np.ndarray)} y-coordinate or list of seam y-coordinate vectors
- S.z: {
float} |list(np.ndarray) z-coordinate or list of seam z-coordinate vectors
- S
- Versions:
2016-06-09
@ddalle: First version
- class cape.pycart.lineLoad.DBLineLoad(comp, cntl, conf=None, RootDir=None, **kw)¶
Line load (sectional load) data book for one group
- Call:
>>> DBL = DBLineLoad(cntl, comp, conf=None, RootDir=None)
- Inputs:
- x:
cape.runmatrix.RunMatrix RunMatrix/run matrix interface
- opts:
cape.options.Options Options interface
- comp:
str Name of line load component
- conf: {
"None"} |cape.config.Config Surface configuration interface
- RootDir: {
"None"} |str Root directory for the configuration
- x:
- Outputs:
- DBL:
pyCart.lineLoad.DBLineLoad Instance of line load data book
- DBL.nCut:
int Number of x-cuts to make, based on options in cart3d
- DBL.RefL:
float Reference length
- DBL.MRP:
numpy.ndarrayshape=(3,) Moment reference center
- DBL.x:
numpy.ndarrayshape=(nCut,) Locations of x-cuts
- DBL.CA:
numpy.ndarrayshape=(nCut,) Axial force sectional load, d(CA)/d(x/RefL))
- DBL:
- Versions:
2015-09-16
@ddalle: First version
- GetTriqFile()¶
Get most recent
triqfile and its associated iterations- Call:
>>> qtriq, ftriq, n, i0, i1 = DBL.GetTriqFile()
- Inputs:
- DBL:
pyCart.lineLoad.DBLineLoad Instance of line load data book
- DBL:
- Outputs:
- qtriq: {
False} Whether or not to convert file from other format
- ftriq:
str Name of
triqfile- n:
int Number of iterations included
- i0:
int First iteration in the averaging
- i1:
int Last iteration in the averaging
- qtriq: {
- Versions:
2016-12-19
@ddalle: Added to the module