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ifc2ca major update - todo: update readme file
This commit is contained in:
Ioannis P. Christovasilis
+393
-467
@@ -1,6 +1,6 @@
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# Ifc2CA - IFC Code_Aster utility
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# Copyright (C) 2020, 2021 Ioannis P. Christovasilis <ipc@aethereng.com>
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# Copyright (C) 2020, 2021, 2023, 2024 Ioannis P. Christovasilis <ipc@aethereng.com>
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#
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# This file is part of Ifc2CA.
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#
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@@ -17,509 +17,435 @@
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# You should have received a copy of the GNU Lesser General Public License
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# along with Ifc2CA. If not, see <http://www.gnu.org/licenses/>.
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import json
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import ifcopenshell
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import os
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from datetime import datetime
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import itertools
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import ifcopenshell as ios
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import meshio
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import numpy as np
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flatten = itertools.chain.from_iterable
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class CA2IFC:
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def __init__(self, inputFilename, outputFilename):
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self.inputFilename = inputFilename
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self.outputFilename = outputFilename
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self.data = None
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self.f = None
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self.reps = {}
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self.origin = None
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self.xAxis = None
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self.yAxis = None
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self.zAxis = None
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def get_element_data(model, name, element):
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if element["geometry_type"] == "Edge":
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for i, cell_block in enumerate(model.cells):
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if cell_block.type == "line":
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cell_tags = model.cell_data["cell_tags"][i]
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break
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rows = []
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for i_row, i in enumerate(cell_tags):
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if i == 0:
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continue
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tags = model.cell_tags[i]
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for tag in tags:
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if tag == name:
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# print(i_row, i)
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rows.append(i_row)
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break
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def convert(self):
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# load json file
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with open(self.inputFilename) as dataFile:
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self.data = json.load(dataFile)
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points = list(set(flatten([cell_block.data[c] for c in rows])))
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points.sort(key=lambda p: np.linalg.norm(model.points[p] - np.array(element["origin"])))
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coords = [np.round(model.points[p], 4).tolist() for p in points]
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local_coords = [
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[float(round(np.linalg.norm(model.points[p] - np.array(element["origin"])), 4))] for p in points
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]
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# initiate ifc file
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self.f = ifcopenshell.file()
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return {
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"name": name,
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"points": points,
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"coords": coords,
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"local_coords": local_coords,
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}
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# create header
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self.create_header()
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elif element["geometry_type"] == "Face":
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triangle_cell_tags = None
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quad_cell_tags = None
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for i, cell_block in enumerate(model.cells):
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if cell_block.type == "triangle":
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triangle_cell_tags = model.cell_data["cell_tags"][i]
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break
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# create global axes
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globalAxes = self.create_global_axes()
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localPlacement = self.f.createIfcLocalPlacement(None, globalAxes)
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# TODO: create units
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lengthUnit = self.f.createIfcSIUnit(None, "LENGTHUNIT", None, "METRE")
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unitAssignment = self.f.createIfcUnitAssignment((lengthUnit,))
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# create owner history
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ownerHistory = self.create_owner_history()
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# create representations and subrepresentations
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self.reps = self.create_reference_subrep(globalAxes)
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# create project and model
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project = self.f.createIfcProject(
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self.guid(), ownerHistory, "A Project", None, None, None, None, (self.reps["model"],), unitAssignment
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)
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model = self.f.createIfcStructuralAnalysisModel(
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self.guid(),
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ownerHistory,
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self.data["name"],
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None,
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None,
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"NOTDEFINED",
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globalAxes,
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None,
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None,
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localPlacement,
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)
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self.f.createIfcRelDeclares(self.guid(), ownerHistory, None, None, project, (model,))
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# create materials
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ifcMaterials = [None for _ in range(len(self.data["db"]["materials"]))]
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for i, material in enumerate(self.data["db"]["materials"]):
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ifcMaterials[i] = self.create_material(material)
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# create profiles
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ifcProfiles = [None for _ in range(len(self.data["db"]["profiles"]))]
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for i, profile in enumerate(self.data["db"]["profiles"]):
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ifcProfiles[i] = self.create_profile(profile)
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# create material-profile sets
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mpSets = list(
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set([el["material"] + "-" + el["profile"] for el in self.data["elements"] if el["geometryType"] == "line"])
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)
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ifcMaterialProfileSets = [None for _ in range(len(mpSets))]
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for i, mpSet in enumerate(mpSets):
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materialIndex = [mat["referenceName"] for mat in self.data["db"]["materials"]].index(mpSet.split("-")[0])
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profileIndex = [prof["referenceName"] for prof in self.data["db"]["profiles"]].index(mpSet.split("-")[1])
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material = ifcMaterials[materialIndex]
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profile = ifcProfiles[profileIndex]
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matProf = self.f.createIfcMaterialProfile(
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self.data["db"]["materials"][materialIndex]["name"]
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+ " | "
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+ self.data["db"]["profiles"][profileIndex]["profileName"],
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None,
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material,
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profile,
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)
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ifcMaterialProfileSets[i] = self.f.createIfcMaterialProfileSet(None, None, (matProf,))
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# create structural elements
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ifcElements = [None for _ in range(len(self.data["elements"]))]
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for i, el in enumerate(self.data["elements"]):
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# geometry - product definition shape
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prodDefShape = self.create_geometry(el)
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if el["geometryType"] == "line":
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# z axis TODO: group by elements
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localZAxis = self.f.createIfcDirection(tuple(el["orientation"][2]))
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# element
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ifcElements[i] = self.f.createIfcStructuralCurveMember(
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self.guid(),
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ownerHistory,
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el["name"],
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None,
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None,
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localPlacement,
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prodDefShape,
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el["predefinedType"],
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localZAxis,
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)
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if el["geometryType"] == "surface":
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ifcElements[i] = self.f.createIfcStructuralSurfaceMember(
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self.guid(),
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ownerHistory,
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el["name"],
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None,
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None,
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localPlacement,
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prodDefShape,
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el["predefinedType"],
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el["thickness"],
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)
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# create structural point connections
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ifcConnections = [None for _ in range(len(self.data["connections"]))]
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for i, conn in enumerate(self.data["connections"]):
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# geometry - product definition shape
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prodDefShape = self.create_geometry(conn)
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# boundary conditions
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if conn["appliedCondition"]:
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bc = self.create_applied_conditions(conn["appliedCondition"], conn["geometryType"])
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if conn["geometryType"] == "point":
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appliedCondition = self.f.createIfcBoundaryNodeCondition(
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None, bc["dx"], bc["dy"], bc["dz"], bc["drx"], bc["dry"], bc["drz"]
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)
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if conn["geometryType"] == "line":
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appliedCondition = self.f.createIfcBoundaryEdgeCondition(
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None, bc["dx"], bc["dy"], bc["dz"], bc["drx"], bc["dry"], bc["drz"]
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)
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if conn["geometryType"] == "surface":
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appliedCondition = self.f.createIfcBoundaryFaceCondition(None, bc["dx"], bc["dy"], bc["dz"])
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if triangle_cell_tags is not None:
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rows = []
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for i_row, i in enumerate(triangle_cell_tags):
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if i == 0:
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continue
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tags = model.cell_tags[i]
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for tag in tags:
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if tag == name:
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# print(i_row, i)
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rows.append(i_row)
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break
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if not len(rows):
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points = []
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else:
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appliedCondition = None
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points = list(flatten([cell_block.data[c] for c in rows]))
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if conn["geometryType"] == "point":
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# local axes
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localAxes = self.create_orientation(conn["orientation"])
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# connection
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ifcConnections[i] = self.f.createIfcStructuralPointConnection(
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self.guid(),
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ownerHistory,
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conn["name"],
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None,
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None,
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localPlacement,
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prodDefShape,
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appliedCondition,
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localAxes,
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)
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for i, cell_block in enumerate(model.cells):
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if cell_block.type == "quad":
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quad_cell_tags = model.cell_data["cell_tags"][i]
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break
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if conn["geometryType"] == "line":
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# z axis TODO: group by elements
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localZAxis = self.f.createIfcDirection(tuple(conn["orientation"][2]))
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# connection
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ifcConnections[i] = self.f.createIfcStructuralCurveConnection(
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self.guid(),
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ownerHistory,
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conn["name"],
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None,
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None,
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localPlacement,
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prodDefShape,
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appliedCondition,
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localZAxis,
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)
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if quad_cell_tags is not None:
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rows = []
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for i_row, i in enumerate(quad_cell_tags):
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if i == 0:
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continue
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tags = model.cell_tags[i]
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for tag in tags:
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if tag == name:
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# print(i_row, i)
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rows.append(i_row)
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break
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if len(rows):
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points.extend(list(flatten([cell_block.data[c] for c in rows])))
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if conn["geometryType"] == "surface":
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ifcConnections[i] = self.f.createIfcStructuralSurfaceConnection(
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self.guid(), ownerHistory, conn["name"], None, None, localPlacement, prodDefShape, appliedCondition
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)
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points = list(set(points))
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points.sort()
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coords = [model.points[p].tolist() for p in points]
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local_coords = [
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np.round(np.array(element["orientation"]).dot(model.points[p] - np.array(element["origin"])), 4).tolist()[
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:2
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]
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for p in points
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]
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# assign material-profile-sets
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for i, mpSet in enumerate(mpSets):
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groupOfElements = []
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for j, el in enumerate(self.data["elements"]):
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if el["geometryType"] == "line" and el["material"] + "-" + el["profile"] == mpSet:
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groupOfElements.append(ifcElements[j])
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return {
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"name": name,
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"points": points,
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"coords": coords,
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"local_coords": local_coords,
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}
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if groupOfElements:
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self.f.createIfcRelAssociatesMaterial(
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self.guid(), ownerHistory, None, None, tuple(groupOfElements), ifcMaterialProfileSets[i]
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)
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# assign materials
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for i, mat in enumerate(self.data["db"]["materials"]):
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groupOfElements = []
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for j, el in enumerate(self.data["elements"]):
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if el["geometryType"] == "surface" and el["material"] == mat["referenceName"]:
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groupOfElements.append(ifcElements[j])
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if groupOfElements:
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self.f.createIfcRelAssociatesMaterial(
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self.guid(), ownerHistory, None, None, tuple(groupOfElements), ifcMaterials[i]
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)
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def get_element_result_data(model, field_label, name, element, field_type):
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points = get_element_data(model, name, element)["points"]
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if field_type == "InternalForces":
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if element["geometry_type"] == "Edge":
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return {
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"N": [round(model.point_data[field_label][p][0], 4) for p in points],
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"VY": [round(model.point_data[field_label][p][1], 4) for p in points],
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"VZ": [round(model.point_data[field_label][p][2], 4) for p in points],
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"MT": [round(model.point_data[field_label][p][3], 4) for p in points],
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"MFY": [round(model.point_data[field_label][p][4], 4) for p in points],
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"MFZ": [round(model.point_data[field_label][p][5], 4) for p in points],
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}
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# create connections with elements
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for i, el in enumerate(self.data["elements"]):
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for conn in el["connections"]:
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j = [c["referenceName"] for c in self.data["connections"]].index(conn["relatedConnection"])
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geometryType = self.data["connections"][j]["geometryType"]
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elif element["geometry_type"] == "Face":
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if len(model.point_data[field_label][points[0]]) == 8:
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offset = 0
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elif len(model.point_data[field_label][points[0]]) == 14:
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offset = 6
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else:
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assert (
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False
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), f"Internal force field with {len(model.point_data[field_label][points[0]])} field values for {field_label} and {element['Name']} "
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if conn["appliedCondition"]:
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bc = self.create_applied_conditions(conn["appliedCondition"], geometryType)
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if geometryType == "point":
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appliedCondition = self.f.createIfcBoundaryNodeCondition(
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None, bc["dx"], bc["dy"], bc["dz"], bc["drx"], bc["dry"], bc["drz"]
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)
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if geometryType == "line":
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appliedCondition = self.f.createIfcBoundaryEdgeCondition(
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None, bc["dx"], bc["dy"], bc["dz"], bc["drx"], bc["dry"], bc["drz"]
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)
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if geometryType == "surface":
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appliedCondition = self.f.createIfcBoundaryFaceCondition(None, bc["dx"], bc["dy"], bc["dz"])
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else:
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appliedCondition = None
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return {
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"NXX": [round(model.point_data[field_label][p][offset + 0], 4) for p in points],
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"NYY": [round(model.point_data[field_label][p][offset + 1], 4) for p in points],
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"NXY": [round(model.point_data[field_label][p][offset + 2], 4) for p in points],
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"MXX": [round(model.point_data[field_label][p][offset + 3], 4) for p in points],
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"MYY": [round(model.point_data[field_label][p][offset + 4], 4) for p in points],
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"MXY": [round(model.point_data[field_label][p][offset + 5], 4) for p in points],
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"QX": [round(model.point_data[field_label][p][offset + 6], 4) for p in points],
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"QY": [round(model.point_data[field_label][p][offset + 7], 4) for p in points],
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}
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# local axes
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localAxes = self.create_orientation(conn["orientation"])
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if field_type == "Displacements":
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return {
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"DX": [round(model.point_data[field_label][p][0], 4) for p in points],
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"DY": [round(model.point_data[field_label][p][1], 4) for p in points],
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"DZ": [round(model.point_data[field_label][p][2], 4) for p in points],
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"DRX": [round(model.point_data[field_label][p][3], 4) for p in points],
|
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"DRY": [round(model.point_data[field_label][p][4], 4) for p in points],
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"DRZ": [round(model.point_data[field_label][p][5], 4) for p in points],
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}
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if geometryType == "point":
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if not conn["eccentricity"]:
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self.f.createIfcRelConnectsStructuralMember(
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self.guid(),
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ownerHistory,
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None,
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||||
None,
|
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ifcElements[i],
|
||||
ifcConnections[j],
|
||||
appliedCondition,
|
||||
None,
|
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None,
|
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localAxes,
|
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)
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else:
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pointOnElement = self.f.createIfcCartesianPoint(tuple(conn["eccentricity"]["pointOnElement"]))
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vector = conn["eccentricity"]["vector"]
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connPointEcc = self.f.createIfcConnectionPointEccentricity(
|
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pointOnElement, None, vector[0], vector[1], vector[2]
|
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)
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self.f.createIfcRelConnectsWithEccentricity(
|
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self.guid(),
|
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ownerHistory,
|
||||
None,
|
||||
None,
|
||||
ifcElements[i],
|
||||
ifcConnections[j],
|
||||
appliedCondition,
|
||||
None,
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||||
None,
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localAxes,
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connPointEcc,
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)
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|
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if geometryType in ["line", "surface"]:
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self.f.createIfcRelConnectsStructuralMember(
|
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self.guid(),
|
||||
ownerHistory,
|
||||
None,
|
||||
None,
|
||||
ifcElements[i],
|
||||
ifcConnections[j],
|
||||
appliedCondition,
|
||||
None,
|
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None,
|
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localAxes,
|
||||
def results_to_ifc(ifc_file, ifc_model, rmed_path, global_case, field_types, data):
|
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if not rmed_path.exists():
|
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print(f"Med file with results not found for case_instant: {global_case}")
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return
|
||||
|
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result = meshio.read(rmed_path, "med")
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if global_case == "LC":
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model_cases = data["load_cases"]
|
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elif global_case == "COMB":
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model_cases = data["load_combinations"]
|
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for field in field_types:
|
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if field == "InternalForces":
|
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_parsed_data = internal_forces_to_ifc(ifc_file, ifc_model, result, model_cases, data["elements"])
|
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elif field == "Displacements":
|
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_parsed_data = displacements_to_ifc(ifc_file, ifc_model, result, model_cases, data["elements"])
|
||||
|
||||
|
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def internal_forces_to_ifc(ifc_file, ifc_model, result, model_cases, elements):
|
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result_cases = [dict() for _ in model_cases]
|
||||
field_cases = [f"ELEMENT_FORCE[{i}] - {i + 1}" for i in range(len(result_cases))]
|
||||
|
||||
# Create Result Groups for load case_instance combinations
|
||||
for iCase, case_instance in enumerate(model_cases):
|
||||
result_cases[iCase]["case_instance"] = ifc_file.create_entity(
|
||||
"IfcStructuralResultGroup",
|
||||
**{
|
||||
"GlobalId": ios.guid.new(),
|
||||
"Name": "Internal Forces for " + case_instance["Name"],
|
||||
"TheoryType": "FIRST_ORDER_THEORY",
|
||||
"ResultForLoadGroup": ifc_file.by_id(case_instance["id"]),
|
||||
"IsLinear": True,
|
||||
},
|
||||
)
|
||||
|
||||
result_cases[iCase]["assignment"] = ifc_file.create_entity(
|
||||
"IfcRelAssignsToGroup",
|
||||
**{
|
||||
"GlobalId": ios.guid.new(),
|
||||
"RelatedObjects": [],
|
||||
"RelatingGroup": result_cases[iCase]["case_instance"],
|
||||
},
|
||||
)
|
||||
|
||||
if ifc_model.HasResults:
|
||||
ifc_model.HasResults += tuple([result["case_instance"] for result in result_cases])
|
||||
else:
|
||||
ifc_model.HasResults = tuple([result["case_instance"] for result in result_cases])
|
||||
|
||||
data = []
|
||||
for _, element in enumerate(elements):
|
||||
group_name = getGroupName(element["ref_id"])
|
||||
name = element["Name"]
|
||||
info = get_element_data(result, group_name, element)
|
||||
assert len(info["coords"]) >= 2
|
||||
for iCase, field_case in enumerate(field_cases):
|
||||
forces = get_element_result_data(result, field_case, group_name, element, field_type="InternalForces")
|
||||
reaction = ifc_file.create_entity(
|
||||
"IfcStructuralCurveReaction" if element["geometry_type"] == "Edge" else "IfcStructuralSurfaceReaction",
|
||||
**{
|
||||
"GlobalId": ios.guid.new(),
|
||||
"Name": "Internal Forces for " + model_cases[iCase]["Name"] + f" on {name}",
|
||||
# "AppliedLoad": load["ifcLoad"],
|
||||
"GlobalOrLocal": "LOCAL_COORDS",
|
||||
"PredefinedType": "DISCRETE",
|
||||
},
|
||||
)
|
||||
result_cases[iCase]["assignment"].RelatedObjects += (reaction,)
|
||||
|
||||
ifc_file.create_entity(
|
||||
"IfcRelConnectsStructuralActivity",
|
||||
**{
|
||||
"GlobalId": ios.guid.new(),
|
||||
"RelatingElement": ifc_file.by_id(element["id"]),
|
||||
"RelatedStructuralActivity": reaction,
|
||||
},
|
||||
)
|
||||
|
||||
reaction.AppliedLoad = ifc_file.create_entity(
|
||||
"IfcStructuralLoadConfiguration",
|
||||
**{
|
||||
"Name": "Internal Forces for " + model_cases[iCase]["Name"] + f" on {name}",
|
||||
"Values": [],
|
||||
"Locations": tuple([tuple(node) for node in info["local_coords"]]),
|
||||
},
|
||||
)
|
||||
|
||||
if element["geometry_type"] == "Edge":
|
||||
for iNode, node in enumerate(info["coords"]):
|
||||
location = f"({node[0]}, {node[1]}, {node[2]})"
|
||||
distance = info["local_coords"][iNode][0]
|
||||
|
||||
N = forces["N"][iNode]
|
||||
VY = forces["VY"][iNode]
|
||||
VZ = forces["VZ"][iNode]
|
||||
MT = forces["MT"][iNode]
|
||||
MFY = forces["MFY"][iNode]
|
||||
MFZ = forces["MFZ"][iNode]
|
||||
|
||||
data.append([name, f"LCC-{iCase + 1} @ {distance}", location, N, VY, VZ, MT, MFY, MFZ])
|
||||
|
||||
pointValue = ifc_file.create_entity(
|
||||
"IfcStructuralLoadSingleForce",
|
||||
**{
|
||||
"Name": "Internal Forces for " + model_cases[iCase]["Name"] + f" @ {distance} on {name}",
|
||||
"ForceX": N,
|
||||
"ForceY": VY,
|
||||
"ForceZ": VZ,
|
||||
"MomentX": MT,
|
||||
"MomentY": MFY,
|
||||
"MomentZ": MFZ,
|
||||
},
|
||||
)
|
||||
reaction.AppliedLoad.Values += (pointValue,)
|
||||
|
||||
# assign elements and connections to group
|
||||
self.f.createIfcRelAssignsToGroup(
|
||||
self.guid(), ownerHistory, None, None, tuple(ifcElements + ifcConnections), None, model
|
||||
elif element["geometry_type"] == "Face":
|
||||
for iNode, node in enumerate(info["coords"]):
|
||||
location = f"({node[0]}, {node[1]}, {node[2]})"
|
||||
distance = tuple(info["local_coords"][iNode])
|
||||
|
||||
NXX = forces["NXX"][iNode]
|
||||
NYY = forces["NYY"][iNode]
|
||||
NXY = forces["NXY"][iNode]
|
||||
MXX = forces["MXX"][iNode]
|
||||
MYY = forces["MYY"][iNode]
|
||||
MXY = forces["MXY"][iNode]
|
||||
|
||||
data.append([name, f"LCC-{iCase + 1} @ {distance}", location, NXX, NYY, NXY, MXX, MYY, MXY])
|
||||
|
||||
pointValue = ifc_file.create_entity(
|
||||
"IfcStructuralLoadSingleForce",
|
||||
**{
|
||||
"Name": "Internal Forces for " + model_cases[iCase]["Name"] + f" @ {distance} on {name}",
|
||||
"ForceX": NXX,
|
||||
"ForceY": NYY,
|
||||
"ForceZ": NXY,
|
||||
"MomentX": MXX,
|
||||
"MomentY": MYY,
|
||||
"MomentZ": MXY,
|
||||
},
|
||||
)
|
||||
reaction.AppliedLoad.Values += (pointValue,)
|
||||
|
||||
return data
|
||||
|
||||
|
||||
def displacements_to_ifc(ifc_file, ifc_model, result, model_cases, elements):
|
||||
result_cases = [dict() for _ in model_cases]
|
||||
field_cases = [f"MODEL_DISP[{i}] - {i + 1}" for i in range(len(result_cases))]
|
||||
|
||||
# Create Result Groups for load case_instance combinations
|
||||
for iCase, case_instance in enumerate(model_cases):
|
||||
result_cases[iCase]["case_instance"] = ifc_file.create_entity(
|
||||
"IfcStructuralResultGroup",
|
||||
**{
|
||||
"GlobalId": ios.guid.new(),
|
||||
"Name": "Global Displacements for " + case_instance["Name"],
|
||||
"TheoryType": "FIRST_ORDER_THEORY",
|
||||
"ResultForLoadGroup": ifc_file.by_id(case_instance["id"]),
|
||||
"IsLinear": True,
|
||||
},
|
||||
)
|
||||
|
||||
# finalize ifc file
|
||||
self.f.write(self.outputFilename)
|
||||
|
||||
def guid(self):
|
||||
return ifcopenshell.guid.new()
|
||||
|
||||
def create_header(self):
|
||||
self.f.wrapped_data.header.file_name.name = os.path.basename(self.outputFilename)
|
||||
|
||||
def create_global_axes(self):
|
||||
self.xAxis = self.f.createIfcDirection((1.0, 0.0, 0.0))
|
||||
self.yAxis = self.f.createIfcDirection((0.0, 1.0, 0.0))
|
||||
self.zAxis = self.f.createIfcDirection((0.0, 0.0, 1.0))
|
||||
self.origin = self.f.createIfcCartesianPoint((0.0, 0.0, 0.0))
|
||||
axes = self.f.createIfcAxis2Placement3D(self.origin, self.zAxis, self.xAxis)
|
||||
|
||||
return axes
|
||||
|
||||
def create_orientation(self, orientation):
|
||||
xAxis = self.f.createIfcDirection(tuple(orientation[0]))
|
||||
zAxis = self.f.createIfcDirection(tuple(orientation[2]))
|
||||
axes = self.f.createIfcAxis2Placement3D(self.origin, zAxis, xAxis)
|
||||
|
||||
return axes
|
||||
|
||||
def create_owner_history(self):
|
||||
actor = self.f.createIfcActorRole("ENGINEER", None, None)
|
||||
person = self.f.createIfcPerson("Christovasilis", None, "Ioannis", None, None, None, (actor,))
|
||||
organization = self.f.createIfcOrganization(
|
||||
None,
|
||||
"IfcOpenShell",
|
||||
"IfcOpenShell, an open source (LGPL) software library that helps users and software developers to work with the IFC file format.",
|
||||
)
|
||||
p_o = self.f.createIfcPersonAndOrganization(person, organization)
|
||||
application = self.f.createIfcApplication(organization, "v0.0.x", "IFC2CA", "IFC2CA")
|
||||
timestamp = int(datetime.now().timestamp())
|
||||
ownerHistory = self.f.createIfcOwnerHistory(p_o, application, "READWRITE", None, None, None, None, timestamp)
|
||||
|
||||
return ownerHistory
|
||||
|
||||
def create_reference_subrep(self, globalAxes):
|
||||
modelRep = self.f.createIfcGeometricRepresentationContext(None, "Model", 3, 1.0e-05, globalAxes, None)
|
||||
bodySubRep = self.f.createIfcGeometricRepresentationSubContext(
|
||||
"Body", "Model", None, None, None, None, modelRep, None, "MODEL_VIEW", None
|
||||
)
|
||||
refSubRep = self.f.createIfcGeometricRepresentationSubContext(
|
||||
"Reference", "Model", None, None, None, None, modelRep, None, "GRAPH_VIEW", None
|
||||
result_cases[iCase]["assignment"] = ifc_file.create_entity(
|
||||
"IfcRelAssignsToGroup",
|
||||
**{
|
||||
"GlobalId": ios.guid.new(),
|
||||
"RelatedObjects": [],
|
||||
"RelatingGroup": result_cases[iCase]["case_instance"],
|
||||
},
|
||||
)
|
||||
|
||||
return {"model": modelRep, "body": bodySubRep, "reference": refSubRep}
|
||||
if ifc_model.HasResults:
|
||||
ifc_model.HasResults += tuple([result["case_instance"] for result in result_cases])
|
||||
else:
|
||||
ifc_model.HasResults = tuple([result["case_instance"] for result in result_cases])
|
||||
|
||||
def create_material(self, material):
|
||||
ifcMaterial = self.f.createIfcMaterial(material["name"], None, material["category"])
|
||||
data = []
|
||||
for _, element in enumerate(elements):
|
||||
group_name = getGroupName(element["ref_id"])
|
||||
name = element["Name"]
|
||||
info = get_element_data(result, group_name, element)
|
||||
assert len(info["coords"]) >= 2
|
||||
for iCase, case_instance in enumerate(field_cases):
|
||||
displacements = get_element_result_data(
|
||||
result, case_instance, group_name, element, field_type="Displacements"
|
||||
)
|
||||
reaction = ifc_file.create_entity(
|
||||
"IfcStructuralCurveReaction" if element["geometry_type"] == "Edge" else "IfcStructuralSurfaceReaction",
|
||||
**{
|
||||
"GlobalId": ios.guid.new(),
|
||||
"Name": "Global Displacements for " + model_cases[iCase]["Name"] + f" on {name}",
|
||||
# "AppliedLoad": load["ifcLoad"],
|
||||
"GlobalOrLocal": "LOCAL_COORDS",
|
||||
"PredefinedType": "DISCRETE",
|
||||
},
|
||||
)
|
||||
result_cases[iCase]["assignment"].RelatedObjects += (reaction,)
|
||||
|
||||
mechProps = []
|
||||
if "youngModulus" in material["mechProps"]:
|
||||
youngModulus = self.f.createIfcPropertySingleValue(
|
||||
"YoungModulus", None, self.f.createIfcModulusOfElasticityMeasure(material["mechProps"]["youngModulus"])
|
||||
)
|
||||
mechProps.append(youngModulus)
|
||||
if "shearModulus" in material["mechProps"]:
|
||||
shearModulus = self.f.createIfcPropertySingleValue(
|
||||
"ShearModulus", None, self.f.createIfcModulusOfElasticityMeasure(material["mechProps"]["shearModulus"])
|
||||
)
|
||||
mechProps.append(shearModulus)
|
||||
if "poissonRatio" in material["mechProps"]:
|
||||
poissonRatio = self.f.createIfcPropertySingleValue(
|
||||
"PoissonRatio", None, self.f.createIfcPositiveRatioMeasure(material["mechProps"]["poissonRatio"])
|
||||
)
|
||||
mechProps.append(poissonRatio)
|
||||
if mechProps:
|
||||
self.f.createIfcMaterialProperties(
|
||||
"Pset_MaterialMechanical", material["name"], tuple(mechProps), ifcMaterial
|
||||
ifc_file.create_entity(
|
||||
"IfcRelConnectsStructuralActivity",
|
||||
**{
|
||||
"GlobalId": ios.guid.new(),
|
||||
"RelatingElement": ifc_file.by_id(element["id"]),
|
||||
"RelatedStructuralActivity": reaction,
|
||||
},
|
||||
)
|
||||
|
||||
commonProps = []
|
||||
if "massDensity" in material["commonProps"]:
|
||||
massDensity = self.f.createIfcPropertySingleValue(
|
||||
"MassDensity", None, self.f.createIfcMassDensityMeasure(material["commonProps"]["massDensity"])
|
||||
)
|
||||
commonProps.append(massDensity)
|
||||
if commonProps:
|
||||
self.f.createIfcMaterialProperties("Pset_MaterialCommon", material["name"], tuple(commonProps), ifcMaterial)
|
||||
|
||||
return ifcMaterial
|
||||
|
||||
def create_profile(self, profile):
|
||||
if profile["profileShape"] == "rectangular":
|
||||
ifcProfile = self.f.createIfcRectangleProfileDef(
|
||||
profile["profileType"], profile["profileName"], None, profile["xDim"], profile["yDim"]
|
||||
reaction.AppliedLoad = ifc_file.create_entity(
|
||||
"IfcStructuralLoadConfiguration",
|
||||
**{
|
||||
"Name": "Global Displacements for " + model_cases[iCase]["Name"] + f" on {name}",
|
||||
"Values": [],
|
||||
"Locations": tuple([tuple(node) for node in info["local_coords"]]),
|
||||
},
|
||||
)
|
||||
|
||||
if profile["profileShape"] == "iSymmetrical":
|
||||
ifcProfile = self.f.createIfcIShapeProfileDef(
|
||||
profile["profileType"],
|
||||
profile["profileName"],
|
||||
None,
|
||||
profile["commonProps"]["overallWidth"],
|
||||
profile["commonProps"]["overallDepth"],
|
||||
profile["commonProps"]["webThickness"],
|
||||
profile["commonProps"]["flangeThickness"],
|
||||
profile["commonProps"]["filletRadius"],
|
||||
)
|
||||
if element["geometry_type"] == "Edge":
|
||||
for iNode, node in enumerate(info["coords"]):
|
||||
location = f"({node[0]}, {node[1]}, {node[2]})"
|
||||
distance = info["local_coords"][iNode][0]
|
||||
|
||||
mechProps = []
|
||||
if "massPerLength" in profile["mechProps"]:
|
||||
massPerLength = self.f.createIfcPropertySingleValue(
|
||||
"MassPerLength", None, self.f.createIfcMassPerLengthMeasure(profile["mechProps"]["massPerLength"])
|
||||
)
|
||||
mechProps.append(massPerLength)
|
||||
if "crossSectionArea" in profile["mechProps"]:
|
||||
crossSectionArea = self.f.createIfcPropertySingleValue(
|
||||
"CrossSectionArea", None, self.f.createIfcAreaMeasure(profile["mechProps"]["crossSectionArea"])
|
||||
)
|
||||
mechProps.append(crossSectionArea)
|
||||
if "momentOfInertiaY" in profile["mechProps"]:
|
||||
momentOfInertiaY = self.f.createIfcPropertySingleValue(
|
||||
"MomentOfInertiaY",
|
||||
None,
|
||||
self.f.createIfcMomentOfInertiaMeasure(profile["mechProps"]["momentOfInertiaY"]),
|
||||
)
|
||||
mechProps.append(momentOfInertiaY)
|
||||
if "momentOfInertiaZ" in profile["mechProps"]:
|
||||
momentOfInertiaZ = self.f.createIfcPropertySingleValue(
|
||||
"MomentOfInertiaZ",
|
||||
None,
|
||||
self.f.createIfcMomentOfInertiaMeasure(profile["mechProps"]["momentOfInertiaZ"]),
|
||||
)
|
||||
mechProps.append(momentOfInertiaZ)
|
||||
if "torsionalConstantX" in profile["mechProps"]:
|
||||
torsionalConstantX = self.f.createIfcPropertySingleValue(
|
||||
"TorsionalConstantX",
|
||||
None,
|
||||
self.f.createIfcMomentOfInertiaMeasure(profile["mechProps"]["torsionalConstantX"]),
|
||||
)
|
||||
mechProps.append(torsionalConstantX)
|
||||
if mechProps:
|
||||
self.f.createIfcProfileProperties(
|
||||
"Pset_ProfileMechanical", profile["profileName"], tuple(mechProps), ifcProfile
|
||||
)
|
||||
DX = displacements["DX"][iNode]
|
||||
DY = displacements["DY"][iNode]
|
||||
DZ = displacements["DZ"][iNode]
|
||||
DRX = displacements["DRX"][iNode]
|
||||
DRY = displacements["DRY"][iNode]
|
||||
DRZ = displacements["DRZ"][iNode]
|
||||
|
||||
return ifcProfile
|
||||
data.append([name, f"LCC-{iCase + 1} @ {distance}", location, DX, DY, DZ, DRX, DRY, DRZ])
|
||||
|
||||
def create_geometry(self, object):
|
||||
if object["geometryType"] == "point":
|
||||
point = self.f.createIfcCartesianPoint(tuple(object["geometry"]))
|
||||
vertex = self.f.createIfcVertexPoint(point)
|
||||
vertexTopologyRep = self.f.createIfcTopologyRepresentation(
|
||||
self.reps["reference"], "Reference", "Vertex", (vertex,)
|
||||
)
|
||||
vertexProdDefShape = self.f.createIfcProductDefinitionShape(None, None, (vertexTopologyRep,))
|
||||
pointValue = ifc_file.create_entity(
|
||||
"IfcStructuralLoadSingleDisplacement",
|
||||
**{
|
||||
"Name": "Global Displacements for "
|
||||
+ model_cases[iCase]["Name"]
|
||||
+ f" @ {distance} on {name}",
|
||||
"DisplacementX": DX,
|
||||
"DisplacementY": DY,
|
||||
"DisplacementZ": DZ,
|
||||
"RotationalDisplacementRX": DRX,
|
||||
"RotationalDisplacementRY": DRY,
|
||||
"RotationalDisplacementRZ": DRZ,
|
||||
},
|
||||
)
|
||||
reaction.AppliedLoad.Values += (pointValue,)
|
||||
|
||||
return vertexProdDefShape
|
||||
elif element["geometry_type"] == "Face":
|
||||
for iNode, node in enumerate(info["coords"]):
|
||||
location = f"({node[0]}, {node[1]}, {node[2]})"
|
||||
distance = tuple(info["local_coords"][iNode])
|
||||
|
||||
if object["geometryType"] == "line":
|
||||
startPoint = self.f.createIfcCartesianPoint(tuple(object["geometry"][0]))
|
||||
startVertex = self.f.createIfcVertexPoint(startPoint)
|
||||
endPoint = self.f.createIfcCartesianPoint(tuple(object["geometry"][1]))
|
||||
endVertex = self.f.createIfcVertexPoint(endPoint)
|
||||
edge = self.f.createIfcEdge(startVertex, endVertex)
|
||||
edgeTopologyRep = self.f.createIfcTopologyRepresentation(
|
||||
self.reps["reference"], "Reference", "Edge", (edge,)
|
||||
)
|
||||
edgeProdDefShape = self.f.createIfcProductDefinitionShape(None, None, (edgeTopologyRep,))
|
||||
DX = displacements["DX"][iNode]
|
||||
DY = displacements["DY"][iNode]
|
||||
DZ = displacements["DZ"][iNode]
|
||||
DRX = displacements["DRX"][iNode]
|
||||
DRY = displacements["DRY"][iNode]
|
||||
DRZ = displacements["DRZ"][iNode]
|
||||
|
||||
return edgeProdDefShape
|
||||
data.append([name, f"LCC-{iCase + 1} @ {distance}", location, DX, DY, DZ, DRX, DRY, DRZ])
|
||||
|
||||
if object["geometryType"] == "surface":
|
||||
verts = [None for _ in range(len(object["geometry"]))]
|
||||
for i, p in enumerate(object["geometry"]):
|
||||
point = self.f.createIfcCartesianPoint(tuple(p))
|
||||
verts[i] = self.f.createIfcVertexPoint(point)
|
||||
pointValue = ifc_file.create_entity(
|
||||
"IfcStructuralLoadSingleDisplacement",
|
||||
**{
|
||||
"Name": "Global Displacements for "
|
||||
+ model_cases[iCase]["Name"]
|
||||
+ f" @ {distance} on {name}",
|
||||
"DisplacementX": DX,
|
||||
"DisplacementY": DY,
|
||||
"DisplacementZ": DZ,
|
||||
"RotationalDisplacementRX": DRX,
|
||||
"RotationalDisplacementRY": DRY,
|
||||
"RotationalDisplacementRZ": DRZ,
|
||||
},
|
||||
)
|
||||
reaction.AppliedLoad.Values += (pointValue,)
|
||||
|
||||
orientedEdges = [None for _ in range(len(object["geometry"]))]
|
||||
for i, v in enumerate(verts):
|
||||
v2Index = (i + 1) if i < len(verts) - 1 else 0
|
||||
edge = self.f.createIfcEdge(v, verts[v2Index])
|
||||
orientedEdges[i] = self.f.createIfcOrientedEdge(None, None, edge, True)
|
||||
|
||||
edgeLoop = self.f.createIfcEdgeLoop(tuple(orientedEdges))
|
||||
localAxes = self.create_orientation(object["orientation"])
|
||||
plane = self.f.createIfcPlane(localAxes)
|
||||
faceBound = self.f.createIfcFaceBound(edgeLoop, True)
|
||||
face = self.f.createIfcFaceSurface((faceBound,), plane, True)
|
||||
faceTopologyRep = self.f.createIfcTopologyRepresentation(
|
||||
self.reps["reference"], "Reference", "Face", (face,)
|
||||
)
|
||||
faceProdDefShape = self.f.createIfcProductDefinitionShape(None, None, (faceTopologyRep,))
|
||||
|
||||
return faceProdDefShape
|
||||
|
||||
def create_applied_conditions(self, bc, geometryType):
|
||||
for dof in ["dx", "dy", "dz"]:
|
||||
if isinstance(bc[dof], bool):
|
||||
bc[dof] = self.f.createIfcBoolean(bc[dof])
|
||||
else:
|
||||
if geometryType == "point":
|
||||
bc[dof] = self.f.createIfcLinearStiffnessMeasure(bc[dof])
|
||||
if geometryType == "line":
|
||||
bc[dof] = self.f.createIfcModulusOfLinearSubgradeReactionMeasure(bc[dof])
|
||||
if geometryType == "surface":
|
||||
bc[dof] = self.f.createIfcModulusOfSubgradeReactionMeasure(bc[dof])
|
||||
|
||||
for dof in ["drx", "dry", "drz"]:
|
||||
if isinstance(bc[dof], bool):
|
||||
bc[dof] = self.f.createIfcBoolean(bc[dof])
|
||||
else:
|
||||
if geometryType == "point":
|
||||
bc[dof] = self.f.createIfcRotationalStiffnessMeasure(bc[dof])
|
||||
if geometryType == "line":
|
||||
bc[dof] = self.f.createIfcModulusOfRotationalSubgradeReactionMeasure(bc[dof])
|
||||
|
||||
return bc
|
||||
return data
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
inputFilename = "grid_of_beams.json"
|
||||
outputFilename = "grid_of_beams.ifc"
|
||||
|
||||
ca2ifc = CA2IFC(inputFilename, outputFilename)
|
||||
ca2ifc.convert()
|
||||
def getGroupName(name):
|
||||
if "|" in name:
|
||||
info = name.split("|")
|
||||
sortName = "".join(c for c in info[0] if c.isupper())
|
||||
return f"{sortName[2:]}_{info[1]}"
|
||||
else:
|
||||
return name
|
||||
|
||||
Reference in New Issue
Block a user