def test_beam_offset(ifc_roundtrip_test_dir):
bm1 = ada.Beam(
"bm1",
n1=[0, 0, 0],
n2=[2, 0, 0],
sec="IPE300",
colour="red",
up=(0, 0, 1),
e1=(0, 0, -0.1),
e2=(0, 0, -0.1),
)
bm2 = ada.Beam(
"bm2",
n1=[0, 0, 0],
n2=[2, 0, 0],
sec="IPE300",
colour="blue",
up=(0, 0, -1),
e1=(0, 0, -0.1),
e2=(0, 0, -0.1),
)
a = ada.Assembly("Toplevel") / [ada.Part("MyPart") / [bm1, bm2]]
_ = a.to_ifc(ifc_roundtrip_test_dir / "beams_offset.ifc",
return_file_obj=True)
def build_box_model(geom_repr, use_hex_quad):
# Build Model
box = ada.PrimBox("MyBoxShape", (0, 0, 0), (1, 1, 1))
a = ada.Assembly() / (ada.Part("MyBoxPart") / [box])
# Create FEM mesh
p = a.get_part("MyBoxPart")
if geom_repr.upper() == ada.fem.Elem.EL_TYPES.SOLID:
props = dict(use_hex=use_hex_quad)
surf_props = dict()
else: # geom_repr is ada.fem.Elem.EL_TYPES.SHELL:
props = dict(use_quads=use_hex_quad)
surf_props = dict(surf_positive=True)
p.fem = p.to_fem_obj(0.5, shp_repr=geom_repr, interactive=False, **props)
# Add Step
step = a.fem.add_step(ada.fem.StepImplicit("MyStep"))
# Add Boundary condition
btn_nodes = box.bbox.sides.bottom(return_fem_nodes=True)
p.fem.add_bc(
ada.fem.Bc("fix", ada.fem.FemSet("BottomNodes", btn_nodes), [1, 2, 3]))
# Add surface load
surface = p.fem.add_surface(
box.bbox.sides.front(return_surface=True,
surface_name="FrontSurface",
**surf_props))
step.add_load(ada.fem.LoadPressure("PressureFront", 200, surface))
return a
def test_surface_beam(surfaces_test_dir):
from ada.fem.meshing import GmshOptions
# Build Model
bm = ada.Beam("MyBeam", (0, 0, 0), (0, 0, 1), "BG200x150x6x6")
p = ada.Part("MyBmPart") / [bm]
a = ada.Assembly() / p
# Create FEM mesh
p.fem = p.to_fem_obj(0.10,
"solid",
interactive=False,
options=GmshOptions(Mesh_ElementOrder=2))
# Add Step
step = a.fem.add_step(ada.fem.StepImplicit("MyStep"))
# Add Boundary Condition
start_of_beam = bm.bbox.sides.back(return_fem_nodes=True)
p.fem.add_bc(
ada.fem.Bc("fix", ada.fem.FemSet("bc_fix", start_of_beam), [1, 2, 3]))
# Add Surface Load
surface_top = p.fem.add_surface(
bm.bbox.sides.top(return_surface=True, surf_name="TopSurface"))
step.add_load(ada.fem.LoadPressure("PressureTop", 1e6, surface_top))
a.to_fem("MyFemBeam_100mm_2nd_order",
"abaqus",
overwrite=True,
execute=False,
scratch_dir=surfaces_test_dir)
def part():
p = ada.Part("MyPart")
p.add_material(ada.Material("S355"))
p.fem.add_set(ada.fem.FemSet("MAT", [], "elset"))
p.fem.add_set(ada.fem.FemSet("BSEC8", [], "elset"))
p.fem.add_set(ada.fem.FemSet("BSEC9", [], "elset"))
p.fem.add_set(ada.fem.FemSet("BG500X", [], "elset"))
return p
def test_basic_plate(pl1, test_meshing_dir):
p = ada.Part("MyFem") / pl1
p.fem = pl1.to_fem_obj(5, "shell")
el_types = {el_type: list(group) for el_type, group in p.fem.elements.group_by_type()}
assert len(el_types.keys()) == 1
# TODO: should investigate the root cause why osx calculates 6 elements and not 8 like linux and win
assert len(el_types["TRIANGLE"]) == pytest.approx(8, abs=2)
def test_ifc_instancing(test_instancing_dir):
a = ada.Assembly("my_test_assembly")
p = ada.Part("MyBoxes")
box = p.add_shape(ada.PrimBox("Cube_original", (0, 0, 0), (1, 1, 1)))
for x in range(1, 10):
for y in range(1, 10):
for z in range(1, 10):
origin = np.array([x, y, z]) * 1.1 + box.placement.origin
p.add_instance(box, ada.Placement(origin))
_ = (a / p).to_ifc(test_instancing_dir / "my_test.ifc", return_file_obj=True)
def test_beam_directions(ifc_roundtrip_test_dir):
sec = "HP200x10"
beams = [
ada.Beam("bm_test2X0", n1=[0, 0, 0], n2=[5, 0, 0], angle=0, sec=sec),
ada.Beam("bm_test2X90", n1=[0, 0, 1], n2=[5, 0, 1], angle=90, sec=sec),
ada.Beam("bm_test2Y0", n1=[0, 0, 2], n2=[0, 5, 2], angle=0, sec=sec),
ada.Beam("bm_test2Y90", n1=[0, 0, 3], n2=[0, 5, 3], angle=90, sec=sec),
]
a = ada.Assembly("AdaRotatedProfiles") / (ada.Part("Part") / beams)
_ = a.to_ifc(ifc_roundtrip_test_dir / "my_angled_profiles.ifc",
return_file_obj=True)
def test_beam_mesh_with_hole(test_meshing_dir):
bm = ada.Beam("bm1", n1=[0, 0, 0], n2=[1, 0, 0], sec="IPE220")
p = ada.Part("MyFem") / bm
bm.add_penetration(ada.PrimCyl("Cylinder", (0.5, -0.5, 0), (0.5, 0.5, 0), 0.05))
p.fem = bm.to_fem_obj(0.5, "line", interactive=False)
el_types = {el_type: list(group) for el_type, group in p.fem.elements.group_by_type()}
assert len(el_types.keys()) == 1
assert len(el_types["LINE"]) == 2
assert len(p.fem.nodes) == 3
def test_roundtrip_plate(plate1, ifc_test_dir):
ifc_beam_file = ifc_test_dir / "plate1.ifc"
fp = (ada.Assembly() / (ada.Part("MyPart") / plate1)).to_ifc(
ifc_beam_file, return_file_obj=True)
a = ada.from_ifc(fp)
pl: ada.Plate = a.get_by_name("MyPlate")
p = pl.parent
assert p.name == "MyPart"
p.fem = pl.to_fem_obj(0.1, "shell")
a.to_fem("MyFEM_plate_from_ifc_file", "usfos", overwrite=True)
def test_roundtrip_fillets(place1, place2):
a = ada.Assembly("ExportedPlates")
p = ada.Part("MyPart")
a.add_part(p)
pl1 = ada.Plate("MyPl", [(0, 0, 0.2), (5, 0), (5, 5), (0, 5)], 20e-3, **place1)
p.add_plate(pl1)
pl2 = ada.Plate("MyPl2", [(0, 0, 0.2), (5, 0, 0.2), (5, 5), (0, 5)], 20e-3, **place2)
p.add_plate(pl2)
fp = a.to_ifc(test_dir / "my_plate_simple.ifc", return_file_obj=True)
b = ada.from_ifc(fp)
_ = b.to_ifc(test_dir / "my_plate_simple_re_exported.ifc", return_file_obj=True)
def test_roundtrip_ipe_beam(bm_ipe300, ifc_roundtrip_test_dir):
ifc_beam_file = ifc_roundtrip_test_dir / "ipe300.ifc"
fp = (ada.Assembly() / (ada.Part("MyPart") / bm_ipe300)).to_ifc(
ifc_beam_file, return_file_obj=True)
a = ada.from_ifc(fp)
bm: ada.Beam = a.get_by_name("MyIPE300")
p = bm.parent
sec = bm.section
assert p.name == "MyPart"
assert bm.name == "MyIPE300"
assert sec.type == "I"
assert tuple(bm.n1.p) == tuple(bm_ipe300.n1.p)
assert tuple(bm.n2.p) == tuple(bm_ipe300.n2.p)
def test_beam_orientation(ifc_roundtrip_test_dir):
props = dict(n1=[0, 0, 0], n2=[2, 0, 0], sec="HP200x10")
bm1 = ada.Beam("bm_up", **props, up=(0, 0, 1))
bm2 = ada.Beam("bm_down", **props, up=(0, 0, -1))
fp = (ada.Assembly("MyAssembly") /
(ada.Part("MyPart") / [bm1, bm2])).to_ifc(ifc_roundtrip_test_dir /
"up_down",
return_file_obj=True)
a = ada.from_ifc(fp)
bm_d: ada.Beam = a.get_by_name("bm_down")
bm_u: ada.Beam = a.get_by_name("bm_up")
assert tuple(bm_u.up) == tuple(bm1.up)
assert tuple(bm_d.up) == tuple(bm2.up)
def test_plate_mesh_from_2_fem(pl1, pl2):
points = [(1, 1, 0.2), (2, 1, 0.2), (2, 2, 0.2), (1, 2, 0.2)]
pl1.add_penetration(
ada.PrimExtrude("poly_extrude", points, **align_to_plate(pl1)))
pl1.add_penetration(
ada.PrimExtrude("poly_extrude2", points, **align_to_plate(pl2)))
p = ada.Part("MyFem") / [pl1, pl2]
p.fem = pl1.to_fem_obj(1, "shell")
p.fem += pl2.to_fem_obj(1, "shell")
el_types = {
el_type: list(group)
for el_type, group in p.fem.elements.group_by_type()
}
assert len(el_types.keys()) == 1
assert len(el_types["TRIANGLE"]) == pytest.approx(236, abs=15)
assert len(p.fem.nodes) == pytest.approx(153, abs=10)
def test_edges_intersect(test_meshing_dir):
bm_name = Counter(1, "bm")
pl = ada.Plate("pl1", [(0, 0), (1, 0), (1, 1), (0, 1)], 10e-3)
points = pl.poly.points3d
objects = [pl]
# Beams along 3 of 4 along circumference
for p1, p2 in zip(points[:-1], points[1:]):
objects.append(ada.Beam(next(bm_name), p1, p2, "IPE100"))
# Beam along middle in x-dir
objects.append(
ada.Beam(next(bm_name), (0, 0.5, 0.0), (1, 0.5, 0), "IPE100"))
# Beam along diagonal
objects.append(ada.Beam(next(bm_name), (0, 0, 0.0), (1, 1, 0), "IPE100"))
a = ada.Assembly() / (ada.Part("MyPart") / objects)
p = a.get_part("MyPart")
# p.connections.find()
p.fem = p.to_fem_obj(0.1, interactive=False)
def test_merge_fem_sections(test_merge_sections_dir):
bm1 = ada.Beam("Bm1", (0, 0, 0), (10, 0, 0), "IPE300")
bm2 = ada.Beam("Bm2", (10, 0, 0), (10, 10, 0), "IPE400")
a = ada.Assembly() / (ada.Part("MyPart") / [bm1, bm2])
p = a.get_part("MyPart")
p.fem = p.to_fem_obj(2, "line")
assert len(p.fem.sections) == 2
name = "Merges_Sections"
fem_format = "sesam"
a.to_fem(name, fem_format, overwrite=True, scratch_dir=test_merge_sections_dir)
inp_path = default_fem_inp_path(name, test_merge_sections_dir)[fem_format]
b = ada.from_fem(inp_path)
pb = b.get_part("T1")
assert len(pb.fem.sections) == 10
pb.fem.sections.merge_by_properties()
assert len(pb.fem.sections) == 2
def test_shell_elem_to_plate():
p = ada.Part("MyPart")
nodes1 = [
Node([-15.0001154, -6.0, 24.5], 799),
Node([-16.0, -6.0, 24.5], 571),
Node([-16.0, -7.0, 24.5], 570),
Node([-15.0015383, -7.0, 24.5], 802),
]
nodes2 = [
Node([-15.0015383, -7.0, 24.5], 802),
Node([-16.0, -7.0, 24.5], 570),
Node([-16.0, -8.0, 24.5], 529),
Node([-15.0, -8.0, 24.5], 651),
]
create_shell_elem(999, nodes1, p.fem)
create_shell_elem(1003, nodes2, p.fem)
a = ada.Assembly() / p
p.fem.sections.merge_by_properties()
a.create_objects_from_fem()
pl: ada.Plate = a.get_by_name("sh999")
nodes_eval = nodes1
assert tuple(pl.nodes[0].p) == tuple(nodes_eval[0].p)
assert tuple(pl.poly.seg_global_points[0]) == tuple(nodes_eval[-1].p)
assert tuple(pl.poly.seg_global_points[1]) == tuple(nodes_eval[0].p)
assert tuple(pl.poly.seg_global_points[2]) == tuple(nodes_eval[1].p)
assert tuple(pl.poly.seg_global_points[3]) == tuple(nodes_eval[2].p)
pl: ada.Plate = a.get_by_name("sh1003")
nodes_eval = nodes2
assert tuple(pl.nodes[0].p) == tuple(nodes_eval[0].p)
assert tuple(pl.poly.seg_global_points[0]) == tuple(nodes_eval[-1].p)
assert tuple(pl.poly.seg_global_points[1]) == tuple(nodes_eval[0].p)
assert tuple(pl.poly.seg_global_points[2]) == tuple(nodes_eval[1].p)
assert tuple(pl.poly.seg_global_points[3]) == tuple(nodes_eval[2].p)
def test_fem_static(
beam_fixture,
fem_format,
geom_repr,
elem_order,
use_hex_quad,
overwrite=True,
execute=True,
name=None,
):
geom_repr = geom_repr.upper()
if name is None:
name = f"cantilever_static_{fem_format}_{geom_repr}_o{elem_order}_hq{use_hex_quad}"
p = ada.Part("MyPart")
a = ada.Assembly("MyAssembly") / [p / beam_fixture]
if geom_repr == "LINE" and use_hex_quad is True:
return None
props = dict(use_hex=use_hex_quad) if geom_repr == "SOLID" else dict(
use_quads=use_hex_quad)
step = a.fem.add_step(
ada.fem.StepImplicit("gravity",
nl_geom=True,
init_incr=100.0,
total_time=100.0))
step.add_load(ada.fem.LoadGravity("grav", -9.81 * 80))
if overwrite is False:
if is_conditions_unsupported(fem_format, geom_repr, elem_order):
return None
res_path = default_fem_res_path(name,
scratch_dir=test_dir,
fem_format=fem_format)
return Results(res_path, name, fem_format, a, import_mesh=False)
else:
p.fem = beam_fixture.to_fem_obj(
0.05,
geom_repr,
options=GmshOptions(Mesh_ElementOrder=elem_order),
**props)
fix_set = p.fem.add_set(
ada.fem.FemSet(
"bc_nodes",
beam_fixture.bbox.sides.back(return_fem_nodes=True,
fem=p.fem)))
a.fem.add_bc(ada.fem.Bc("Fixed", fix_set, [1, 2, 3, 4, 5, 6]))
try:
res = a.to_fem(name,
fem_format,
overwrite=overwrite,
execute=execute,
scratch_dir=test_dir)
except IncompatibleElements as e:
if is_conditions_unsupported(fem_format, geom_repr, elem_order):
logging.error(e)
return None
raise e
if res.output is not None:
with open(test_dir / name / "run.log", "w") as f:
f.write(res.output.stdout)
if pathlib.Path(res.results_file_path).exists() is False:
raise FileNotFoundError(
f'FEM analysis was not successful. Result file "{res.results_file_path}" not found.'
)
return res
def test_shell_beam() -> ada.Assembly:
bm = ada.Beam("Bm", (0, 0, 0), (1, 0, 0), "IPE300")
return ada.Assembly("MyAssembly") / (
ada.Part("MyPart", fem=bm.to_fem_obj(0.1, "shell")) / bm)
def test_export_ifc_plate(plate1, ifc_test_dir):
_ = (ada.Assembly() / (ada.Part("MyPart") / plate1)).to_ifc(
ifc_test_dir / "exported_plate.ifc", return_file_obj=True
)
