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add "bonded" case for mesh and run

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This commit is contained in:
Jesusbill
2021-03-01 23:22:55 +01:00
parent b40bd681b1
commit 9e31991e75
5 changed files with 1441 additions and 135 deletions
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src/ifc2ca/scriptCodeAster.py
+221 -54
View File
@@ -33,7 +33,9 @@ class COMMANDFILE:
self.calculateRestraints(conn)
for el in elements:
for rel in el["connections"]:
conn = [c for c in connections if c["ifcName"] == rel["relatedConnection"]][0]
conn = [
c for c in connections if c["ifcName"] == rel["relatedConnection"]
][0]
rel["conn_string"] = None
if conn["geometryType"] == "point":
rel["conn_string"] = "_0DC_"
@@ -61,7 +63,10 @@ class COMMANDFILE:
+ self.getGroupName(rel["relatingElement"])
)
rel["index"] = len(conn["relatedElements"]) + 1
rel["unifiedGroupName"] = self.getGroupName(rel["relatedConnection"]) + "_0DC_%g" % rel["index"]
rel["unifiedGroupName"] = (
self.getGroupName(rel["relatedConnection"])
+ "_0DC_%g" % rel["index"]
)
else:
rel["groupName2"] = self.getGroupName(rel["relatedConnection"])
self.calculateConstraints(rel)
@@ -71,25 +76,54 @@ class COMMANDFILE:
materials = data["db"]["materials"]
profiles = data["db"]["profiles"]
edgeGroupNames = tuple([self.getGroupName(el["ifcName"]) for el in elements if el["geometryType"] == "line"])
faceGroupNames = tuple([self.getGroupName(el["ifcName"]) for el in elements if el["geometryType"] == "surface"])
edgeGroupNames = tuple(
[
self.getGroupName(el["ifcName"])
for el in elements
if el["geometryType"] == "line"
]
)
faceGroupNames = tuple(
[
self.getGroupName(el["ifcName"])
for el in elements
if el["geometryType"] == "surface"
]
)
point0DGroupNames = tuple(
[self.getGroupName(el["ifcName"]) + "_0D" for el in connections if el["geometryType"] == "point"]
[
self.getGroupName(el["ifcName"]) + "_0D"
for el in connections
if el["geometryType"] == "point"
]
)
spring1DGroupNames = tuple(
flatten(
[[rel["springGroupName"] for rel in el["connections"] if rel["springGroupName"]] for el in elements]
[
[
rel["springGroupName"]
for rel in el["connections"]
if rel["springGroupName"]
]
for el in elements
]
)
)
point1DGroupNames = tuple(
[self.getGroupName(el["ifcName"]) + "_0D" for el in connections if el["geometryType"] == "line"]
[
self.getGroupName(el["ifcName"]) + "_0D"
for el in connections
if el["geometryType"] == "line"
]
)
unifiedConnection = False
rigidLinkGroupNames = []
for conn in connections:
conn["unifiedGroupNames"] = [
rel["unifiedGroupName"] for rel in conn["relatedElements"] if rel["eccentricity"]
rel["unifiedGroupName"]
for rel in conn["relatedElements"]
if rel["eccentricity"]
]
# if not conn['appliedCondition'] and len(conn['unifiedGroupNames']) == 1:
# conn['appliedCondition'] = {
@@ -103,7 +137,9 @@ class COMMANDFILE:
unifiedConnection = True
rigidLinkGroupNames.extend(
[
self.getGroupName(rel["relatingElement"]) + "_1DR_" + self.getGroupName(conn["ifcName"])
self.getGroupName(rel["relatingElement"])
+ "_1DR_"
+ self.getGroupName(conn["ifcName"])
for rel in conn["relatedElements"]
if rel["eccentricity"]
]
@@ -182,7 +218,9 @@ model = AFFE_MODELE(
MODELISATION = 'DIS_TR'
),"""
context = {"groupNames": tuple(flatten([point0DGroupNames, spring1DGroupNames]))}
context = {
"groupNames": tuple(flatten([point0DGroupNames, spring1DGroupNames]))
}
f.write(template.format(**context))
@@ -234,7 +272,9 @@ model = AFFE_MODELE(
else:
if "shearModulus" in material["mechProps"]:
poissonRatio = (
material["mechProps"]["youngModulus"] / 2.0 / material["mechProps"]["shearModulus"]
material["mechProps"]["youngModulus"]
/ 2.0
/ material["mechProps"]["shearModulus"]
) - 1
else:
poissonRatio = 0.0
@@ -263,7 +303,9 @@ material = AFFE_MATERIAU(
),"""
context = {
"groupNames": tuple([self.getGroupName(rel) for rel in material["relatedElements"]]),
"groupNames": tuple(
[self.getGroupName(rel) for rel in material["relatedElements"]]
),
"matNameID": "mat" + "_%s" % i,
}
@@ -296,7 +338,10 @@ element = AFFE_CARA_ELEM(
)
for profile in profiles:
if profile["profileShape"] == "rectangular" and profile["profileType"] == "AREA":
if (
profile["profileShape"] == "rectangular"
and profile["profileType"] == "AREA"
):
template = """
_F(
GROUP_MA = {groupNames},
@@ -306,13 +351,18 @@ element = AFFE_CARA_ELEM(
),"""
context = {
"groupNames": tuple([self.getGroupName(rel) for rel in profile["relatedElements"]]),
"groupNames": tuple(
[self.getGroupName(rel) for rel in profile["relatedElements"]]
),
"profileDimensions": (profile["xDim"], profile["yDim"]),
}
f.write(template.format(**context))
elif profile["profileShape"] == "iSymmetrical" and profile["profileType"] == "AREA":
elif (
profile["profileShape"] == "iSymmetrical"
and profile["profileType"] == "AREA"
):
template = """
_F(
GROUP_MA = {groupNames},
@@ -322,7 +372,9 @@ element = AFFE_CARA_ELEM(
),"""
context = {
"groupNames": tuple([self.getGroupName(rel) for rel in profile["relatedElements"]]),
"groupNames": tuple(
[self.getGroupName(rel) for rel in profile["relatedElements"]]
),
"profileProperties": (
profile["mechProps"]["crossSectionArea"],
profile["mechProps"]["momentOfInertiaY"],
@@ -388,7 +440,10 @@ element = AFFE_CARA_ELEM(
REPERE = 'LOCAL'
),"""
context = {"groupName": self.getGroupName(conn["ifcName"]) + "_0D", "stiffnesses": conn["stiffnesses"]}
context = {
"groupName": self.getGroupName(conn["ifcName"]) + "_0D",
"stiffnesses": conn["stiffnesses"],
}
f.write(template.format(**context))
@@ -402,7 +457,10 @@ element = AFFE_CARA_ELEM(
REPERE = 'LOCAL'
),"""
context = {"groupName": rel["springGroupName"], "stiffnesses": rel["stiffnesses"]}
context = {
"groupName": rel["springGroupName"],
"stiffnesses": rel["stiffnesses"],
}
f.write(template.format(**context))
@@ -416,7 +474,10 @@ element = AFFE_CARA_ELEM(
REPERE = 'LOCAL'
),"""
context = {"groupName": self.getGroupName(conn["ifcName"]) + "_0D", "stiffnesses": conn["stiffnesses"]}
context = {
"groupName": self.getGroupName(conn["ifcName"]) + "_0D",
"stiffnesses": conn["stiffnesses"],
}
f.write(template.format(**context))
@@ -439,7 +500,10 @@ element = AFFE_CARA_ELEM(
VALE = {localAxisY}
),"""
context = {"groupName": self.getGroupName(el["ifcName"]), "localAxisY": tuple(el["orientation"][1])}
context = {
"groupName": self.getGroupName(el["ifcName"]),
"localAxisY": tuple(el["orientation"][1]),
}
f.write(template.format(**context))
@@ -614,7 +678,9 @@ liaisons = AFFE_CHAR_MECA(
LIAISON_UNIF = ("""
)
for conn in [conn for conn in connections if len(conn["unifiedGroupNames"]) > 1]:
for conn in [
conn for conn in connections if len(conn["unifiedGroupNames"]) > 1
]:
template = """
_F(
GROUP_NO = {groupNames},
@@ -798,44 +864,103 @@ FIN()
gr1 = rel["groupName1"]
gr2 = rel["groupName2"]
o = np.array(rel["orientation"]).transpose().tolist()
liaisons = {"groupNames": (gr1, gr1, gr1, gr2, gr2, gr2), "coeffs": [], "dofs": []}
liaisons = {
"groupNames": (gr1, gr1, gr1, gr2, gr2, gr2),
"coeffs": [],
"dofs": [],
}
stiffnesses = [0.0, 0.0, 0.0, 0.0, 0.0, 0.0]
if not rel["appliedCondition"]:
rel["appliedCondition"] = {"dx": True, "dy": True, "dz": True, "drx": True, "dry": True, "drz": True}
if isinstance(rel["appliedCondition"]["dx"], bool) and rel["appliedCondition"]["dx"]:
liaisons["coeffs"].append((o[0][0], o[1][0], o[2][0], -o[0][0], -o[1][0], -o[2][0]))
rel["appliedCondition"] = {
"dx": True,
"dy": True,
"dz": True,
"drx": True,
"dry": True,
"drz": True,
}
if (
isinstance(rel["appliedCondition"]["dx"], bool)
and rel["appliedCondition"]["dx"]
):
liaisons["coeffs"].append(
(o[0][0], o[1][0], o[2][0], -o[0][0], -o[1][0], -o[2][0])
)
liaisons["dofs"].append(("DX", "DY", "DZ", "DX", "DY", "DZ"))
elif isinstance(rel["appliedCondition"]["dx"], float) and rel["appliedCondition"]["dx"] > 0:
elif (
isinstance(rel["appliedCondition"]["dx"], float)
and rel["appliedCondition"]["dx"] > 0
):
stiffnesses[0] = rel["appliedCondition"]["dx"]
if isinstance(rel["appliedCondition"]["dy"], bool) and rel["appliedCondition"]["dy"]:
liaisons["coeffs"].append((o[0][1], o[1][1], o[2][1], -o[0][1], -o[1][1], -o[2][1]))
if (
isinstance(rel["appliedCondition"]["dy"], bool)
and rel["appliedCondition"]["dy"]
):
liaisons["coeffs"].append(
(o[0][1], o[1][1], o[2][1], -o[0][1], -o[1][1], -o[2][1])
)
liaisons["dofs"].append(("DX", "DY", "DZ", "DX", "DY", "DZ"))
elif isinstance(rel["appliedCondition"]["dy"], float) and rel["appliedCondition"]["dy"] > 0:
elif (
isinstance(rel["appliedCondition"]["dy"], float)
and rel["appliedCondition"]["dy"] > 0
):
stiffnesses[1] = rel["appliedCondition"]["dy"]
if isinstance(rel["appliedCondition"]["dz"], bool) and rel["appliedCondition"]["dz"]:
liaisons["coeffs"].append((o[0][2], o[1][2], o[2][2], -o[0][2], -o[1][2], -o[2][2]))
if (
isinstance(rel["appliedCondition"]["dz"], bool)
and rel["appliedCondition"]["dz"]
):
liaisons["coeffs"].append(
(o[0][2], o[1][2], o[2][2], -o[0][2], -o[1][2], -o[2][2])
)
liaisons["dofs"].append(("DX", "DY", "DZ", "DX", "DY", "DZ"))
elif isinstance(rel["appliedCondition"]["dz"], float) and rel["appliedCondition"]["dz"] > 0:
elif (
isinstance(rel["appliedCondition"]["dz"], float)
and rel["appliedCondition"]["dz"] > 0
):
stiffnesses[2] = rel["appliedCondition"]["dz"]
if isinstance(rel["appliedCondition"]["drx"], bool) and rel["appliedCondition"]["drx"]:
liaisons["coeffs"].append((o[0][0], o[1][0], o[2][0], -o[0][0], -o[1][0], -o[2][0]))
if (
isinstance(rel["appliedCondition"]["drx"], bool)
and rel["appliedCondition"]["drx"]
):
liaisons["coeffs"].append(
(o[0][0], o[1][0], o[2][0], -o[0][0], -o[1][0], -o[2][0])
)
liaisons["dofs"].append(("DRX", "DRY", "DRZ", "DRX", "DRY", "DRZ"))
elif isinstance(rel["appliedCondition"]["drx"], float) and rel["appliedCondition"]["drx"] > 0:
elif (
isinstance(rel["appliedCondition"]["drx"], float)
and rel["appliedCondition"]["drx"] > 0
):
stiffnesses[3] = rel["appliedCondition"]["drx"]
if isinstance(rel["appliedCondition"]["dry"], bool) and rel["appliedCondition"]["dry"]:
liaisons["coeffs"].append((o[0][1], o[1][1], o[2][1], -o[0][1], -o[1][1], -o[2][1]))
if (
isinstance(rel["appliedCondition"]["dry"], bool)
and rel["appliedCondition"]["dry"]
):
liaisons["coeffs"].append(
(o[0][1], o[1][1], o[2][1], -o[0][1], -o[1][1], -o[2][1])
)
liaisons["dofs"].append(("DRX", "DRY", "DRZ", "DRX", "DRY", "DRZ"))
elif isinstance(rel["appliedCondition"]["dry"], float) and rel["appliedCondition"]["dry"] > 0:
elif (
isinstance(rel["appliedCondition"]["dry"], float)
and rel["appliedCondition"]["dry"] > 0
):
stiffnesses[4] = rel["appliedCondition"]["dry"]
if isinstance(rel["appliedCondition"]["drz"], bool) and rel["appliedCondition"]["drz"]:
liaisons["coeffs"].append((o[0][2], o[1][2], o[2][2], -o[0][2], -o[1][2], -o[2][2]))
if (
isinstance(rel["appliedCondition"]["drz"], bool)
and rel["appliedCondition"]["drz"]
):
liaisons["coeffs"].append(
(o[0][2], o[1][2], o[2][2], -o[0][2], -o[1][2], -o[2][2])
)
liaisons["dofs"].append(("DRX", "DRY", "DRZ", "DRX", "DRY", "DRZ"))
elif isinstance(rel["appliedCondition"]["drz"], float) and rel["appliedCondition"]["drz"] > 0:
elif (
isinstance(rel["appliedCondition"]["drz"], float)
and rel["appliedCondition"]["drz"] > 0
):
stiffnesses[5] = rel["appliedCondition"]["drz"]
rel["liaisons"] = liaisons
@@ -852,40 +977,76 @@ FIN()
conn["stiffnesses"] = tuple(stiffnesses)
return
if isinstance(conn["appliedCondition"]["dx"], bool) and conn["appliedCondition"]["dx"]:
if (
isinstance(conn["appliedCondition"]["dx"], bool)
and conn["appliedCondition"]["dx"]
):
liaisons["coeffs"].append((o[0][0], o[1][0], o[2][0]))
liaisons["dofs"].append(("DX", "DY", "DZ"))
elif isinstance(conn["appliedCondition"]["dx"], float) and conn["appliedCondition"]["dx"] > 0:
elif (
isinstance(conn["appliedCondition"]["dx"], float)
and conn["appliedCondition"]["dx"] > 0
):
stiffnesses[0] = conn["appliedCondition"]["dx"]
if isinstance(conn["appliedCondition"]["dy"], bool) and conn["appliedCondition"]["dy"]:
if (
isinstance(conn["appliedCondition"]["dy"], bool)
and conn["appliedCondition"]["dy"]
):
liaisons["coeffs"].append((o[0][1], o[1][1], o[2][1]))
liaisons["dofs"].append(("DX", "DY", "DZ"))
elif isinstance(conn["appliedCondition"]["dy"], float) and conn["appliedCondition"]["dy"] > 0:
elif (
isinstance(conn["appliedCondition"]["dy"], float)
and conn["appliedCondition"]["dy"] > 0
):
stiffnesses[1] = conn["appliedCondition"]["dy"]
if isinstance(conn["appliedCondition"]["dz"], bool) and conn["appliedCondition"]["dz"]:
if (
isinstance(conn["appliedCondition"]["dz"], bool)
and conn["appliedCondition"]["dz"]
):
liaisons["coeffs"].append((o[0][2], o[1][2], o[2][2]))
liaisons["dofs"].append(("DX", "DY", "DZ"))
elif isinstance(conn["appliedCondition"]["dz"], float) and conn["appliedCondition"]["dz"] > 0:
elif (
isinstance(conn["appliedCondition"]["dz"], float)
and conn["appliedCondition"]["dz"] > 0
):
stiffnesses[2] = conn["appliedCondition"]["dz"]
if isinstance(conn["appliedCondition"]["drx"], bool) and conn["appliedCondition"]["drx"]:
if (
isinstance(conn["appliedCondition"]["drx"], bool)
and conn["appliedCondition"]["drx"]
):
liaisons["coeffs"].append((o[0][0], o[1][0], o[2][0]))
liaisons["dofs"].append(("DRX", "DRY", "DRZ"))
elif isinstance(conn["appliedCondition"]["drx"], float) and conn["appliedCondition"]["drx"] > 0:
elif (
isinstance(conn["appliedCondition"]["drx"], float)
and conn["appliedCondition"]["drx"] > 0
):
stiffnesses[3] = conn["appliedCondition"]["drx"]
if isinstance(conn["appliedCondition"]["dry"], bool) and conn["appliedCondition"]["dry"]:
if (
isinstance(conn["appliedCondition"]["dry"], bool)
and conn["appliedCondition"]["dry"]
):
liaisons["coeffs"].append((o[0][1], o[1][1], o[2][1]))
liaisons["dofs"].append(("DRX", "DRY", "DRZ"))
elif isinstance(conn["appliedCondition"]["dry"], float) and conn["appliedCondition"]["dry"] > 0:
elif (
isinstance(conn["appliedCondition"]["dry"], float)
and conn["appliedCondition"]["dry"] > 0
):
stiffnesses[4] = conn["appliedCondition"]["dry"]
if isinstance(conn["appliedCondition"]["drz"], bool) and conn["appliedCondition"]["drz"]:
if (
isinstance(conn["appliedCondition"]["drz"], bool)
and conn["appliedCondition"]["drz"]
):
liaisons["coeffs"].append((o[0][2], o[1][2], o[2][2]))
liaisons["dofs"].append(("DRX", "DRY", "DRZ"))
elif isinstance(conn["appliedCondition"]["drz"], float) and conn["appliedCondition"]["drz"] > 0:
elif (
isinstance(conn["appliedCondition"]["drz"], float)
and conn["appliedCondition"]["drz"] > 0
):
stiffnesses[5] = conn["appliedCondition"]["drz"]
conn["liaisons"] = liaisons
@@ -893,7 +1054,13 @@ FIN()
if __name__ == "__main__":
fileNames = ["cantilever_01", "portal_01", "grid_of_beams", "slab_01", "structure_01"]
fileNames = [
"cantilever_01",
"portal_01",
"grid_of_beams",
"slab_01",
"structure_01",
]
files = fileNames
for fileName in files: