Add experimental IFC to Code_Aster converter script. See #756.

This commit is contained in:
Dion Moult
2020-01-21 09:55:40 +11:00
parent f78a0ec88a
commit 3108d3ecfe
+164
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import json
import ifcopenshell
class IFC2CA:
def __init__(self, filename):
self.filename = filename
self.file = None
self.result = {}
self.restraints = []
def convert(self):
self.file = ifcopenshell.open(self.filename)
for model in self.file.by_type('IfcStructuralAnalysisModel'):
self.result = {
'title': model.Name,
'units': self.get_units(),
'elements': self.get_elements(model),
'mesh': { 'meshSize': 0.2 }, # TODO: unhardcode
'restraints': self.get_restraints()
}
def get_units(self):
# TODO: unhardcode
units = {}
for unit in self.file.by_type('IfcUnitAssignment')[0].Units:
if unit.UnitType == 'LENGTHUNIT':
units['length'] = 'm'
units['force'] = 'N'
units['angle'] = 'deg'
return units
def get_elements(self, model):
elements = []
for group in model.IsGroupedBy:
for element in group.RelatedObjects:
if not element.is_a('IfcStructuralMember'):
continue
data = self.get_element_data(element)
if data:
elements.append(data)
return elements
def get_element_data(self, element):
representation = self.get_representation(element)
material_profile = self.get_material_profile(element)
if not representation or not material_profile:
return
for connection in element.ConnectedBy:
if connection.RelatedStructuralConnection.AppliedCondition:
self.restraints.append(connection.RelatedStructuralConnection)
return {
'geometryType': self.get_geometry_type(representation),
'geometry': self.get_geometry(representation),
'rotation': 0, # TODO: unhardcode
'material': self.get_material_properties(material_profile),
'section': self.get_material_section(material_profile),
'elementType': 'EulerBeam' # TODO: unhardcode
}
def get_restraints(self):
restraints = []
for restraint in self.restraints:
restraints.append({
'geometryType': self.get_restraint_geometry_type(restraint),
'geometry': self.get_restraint_geometry(restraint),
'input': self.get_restraint_input(restraint)
})
return restraints
def get_restraint_geometry_type(self, restraint):
if restraint.is_a('IfcStructuralPointConnection'):
return 'point'
def get_restraint_geometry(self, restraint):
# TODO: make more robust
return restraint.ObjectPlacement.RelativePlacement.Location.Coordinates
def get_restraint_input(self, restraint):
return {
'DX': restraint.AppliedCondition.TranslationalStiffnessX.wrappedValue,
'DY': restraint.AppliedCondition.TranslationalStiffnessY.wrappedValue,
'DZ': restraint.AppliedCondition.TranslationalStiffnessZ.wrappedValue,
'DRX': restraint.AppliedCondition.RotationalStiffnessX.wrappedValue,
'DRY': restraint.AppliedCondition.RotationalStiffnessY.wrappedValue,
'DRZ': restraint.AppliedCondition.RotationalStiffnessZ.wrappedValue
}
print(restraint.AppliedCondition)
def get_representation(self, element):
if not element.Representation:
return None
for representation in element.Representation.Representations:
rep = self.get_specific_representation(representation, 'Reference', 'Edge')
if rep:
return rep
def get_specific_representation(self, representation, rep_id, rep_type):
if representation.RepresentationIdentifier == rep_id \
and representation.RepresentationType == rep_type:
return representation
if representation.RepresentationType == 'MappedRepresentation':
return self.get_specific_representation(
representation.Items[0].MappingSource.MappedRepresentation,
rep_id, rep_type)
def get_geometry_type(self, representation):
if representation.Items[0].is_a('IfcEdgeCurve'):
return 'curvedLine' # TODO: Is this correct?
return 'straightLine'
def get_geometry(self, representation):
# Maybe IfcOpenShell can use create_shape here to simplify this, but
# supposedly structural models are very simple anyway, so perhaps we
# can do without it.
item = representation.Items[0]
if item.is_a('IfcEdge'):
return [
self.get_coordinate(item.EdgeStart.VertexGeometry),
self.get_coordinate(item.EdgeEnd.VertexGeometry)
]
def get_coordinate(self, point):
if point.is_a('IfcCartesianPoint'):
return point.Coordinates
def get_material_profile(self, element):
if not element.HasAssociations:
return None
for association in element.HasAssociations:
if not association.is_a('IfcRelAssociatesMaterial'):
continue
material = association.RelatingMaterial
if material.is_a('IfcMaterialProfileSet'):
# For now, we only deal with a single profile
return material.MaterialProfiles[0]
def get_material_properties(self, profile):
psets = profile.Material.HasProperties
return {
'materialType': 'isotropic', # TODO: unhardcode
'E': self.get_pset_property(psets, 'Pset_MaterialMechanical', 'YoungModulus'),
'NU': self.get_pset_property(psets, 'Pset_MaterialMechanical', 'PoissonRatio'),
'RHO': self.get_pset_property(psets, 'Pset_MaterialCommon', 'MassDensity')
}
def get_pset_property(self, psets, pset_name, prop_name):
for pset in psets:
if pset.Name == pset_name:
for prop in pset.Properties:
if prop.Name == prop_name:
return prop.NominalValue.wrappedValue
def get_material_section(self, profile):
if profile.Profile.is_a('IfcRectangleProfileDef'):
return {
'sectionType': 'rectangular',
'sectionVariation': 'constant',
'HY': profile.Profile.YDim,
'HX': profile.Profile.XDim
}
ifc2ca = IFC2CA('ifc2ca.blend.ifc')
ifc2ca.convert()
print(json.dumps(ifc2ca.result, indent=4))