def harmonic_pressure(mesh, pts, freq_list, path, name, damping):
# add shell elements from mesh ---------------------------------------------
s = structure.Structure()
s.add_nodes_elements_from_mesh(mesh, element_type='ShellElement')
s.add_set(name='all_elements', type='element', selection=s.elements.keys())
# add virtual elements -----------------------------------------------------
for fkey in list(mesh.faces()):
face = [
s.check_node_exists(mesh.vertex_coordinates(i))
for i in mesh.face[fkey]
]
s.add_virtual_element(nodes=face, type='FaceElement')
# add displacements --------------------------------------------------------
nkeys = []
for pt in pts:
nkeys.append(s.check_node_exists(pt))
s.add_set(name='support_nodes', type='NODE', selection=nkeys)
supppots = FixedDisplacement(name='supports', nodes='support_nodes')
s.add_displacement(supppots)
# add materials and sections -----------------------------------------------
E35 = 35 * 10**9
concrete = ElasticIsotropic(name='MAT_CONCRETE', E=E35, v=0.2, p=2400)
s.add_material(concrete)
section = ShellSection(name='SEC_CONCRETE', t=0.020)
s.add_section(section)
prop = ElementProperties(name='shell_props',
material='MAT_CONCRETE',
section='SEC_CONCRETE',
elsets=['all_elements'])
s.add_element_properties(prop)
# add loads ----------------------------------------------------------------
load = HarmonicPressureLoad(name='pressureload',
elements=['virtual_elements'],
pressure=3.,
phase=math.pi / 2.)
s.add_load(load)
# add modal step -----------------------------------------------------------
step = HarmonicStep(name='harmonic_analysis',
displacements=['supports'],
loads=['pressureload'],
freq_list=freq_list,
damping=damping)
s.add_step(step)
s.set_steps_order(['harmonic_analysis'])
# analysis -----------------------------------------------------------------
s.path = path
s.name = name
fields = ['all']
s.write_input_file('ansys', fields=fields)
s.analyse(software='ansys', cpus=4)
s.extract_data(software='ansys', fields=fields, steps='last')
return s
def modal(geom_file, num_modes, path):
# add shell elements from mesh ---------------------------------------------
with open(geom_file, 'rb') as fh:
geom_data = json.load(fh)
mesh = Mesh.from_data(geom_data['mesh'])
s = structure.Structure()
s.add_nodes_elements_from_mesh(mesh, element_type='ShellElement')
# add displacements --------------------------------------------------------
pts = geom_data['pts']
nkeys = []
for pt in pts:
nkeys.append(s.check_node_exists(pt))
s.add_set(name='support_nodes', type='NODE', selection=nkeys)
supppots = FixedDisplacement(name='supports', nodes='support_nodes')
s.add_displacement(supppots)
# add materials and sections -----------------------------------------------
E35 = 35 * 10**9
concrete = ElasticIsotropic(name='MAT_CONCRETE', E=E35, v=0.2, p=2400)
s.add_material(concrete)
section = ShellSection(name='SEC_CONCRETE', t=0.020)
s.add_section(section)
prop = ElementProperties(type='SHELL', material='MAT_CONCRETE', section='SEC_CONCRETE', elsets=['ELSET_ALL'])
s.add_element_properties(prop)
# add modal step -----------------------------------------------------------
step = ModalStep(name='modal_analysis', displacements=['supports'], num_modes=num_modes)
s.add_step(step)
fnm = path + 'modal.inp'
ansys.inp_generate(s, filename=fnm)
# temp = path + '_Temp/'
s.analyse(path=path, name='modal.inp', temp=None, software='ansys')
return s
def harmonic(geom_file, freq_range, freq_steps, damping):
# add shell elements from mesh ---------------------------------------------
with open(geom_file, 'rb') as fh:
geom_data = json.load(fh)
mesh = Mesh.from_data(geom_data['mesh'])
s = structure.Structure()
s.add_nodes_elements_from_mesh(mesh, element_type='ShellElement')
# add displacements --------------------------------------------------------
pts = geom_data['pts']
nkeys = []
for pt in pts:
nkeys.append(s.check_node_exists(pt))
s.add_set(name='support_nodes', type='NODE', selection=nkeys)
supppots = FixedDisplacement(name='supports', nodes='support_nodes')
s.add_displacement(supppots)
# add materials and sections -----------------------------------------------
E35 = 35 * 10**9
concrete = ElasticIsotropic(name='MAT_CONCRETE', E=E35, v=0.2, p=2400)
s.add_material(concrete)
section = ShellSection(name='SEC_CONCRETE', t=0.020)
s.add_section(section)
prop = ElementProperties(type='SHELL',
material='MAT_CONCRETE',
section='SEC_CONCRETE',
elsets=['ELSET_ALL'])
s.add_element_properties(prop)
# add loads ----------------------------------------------------------------
f_pts = geom_data['f_pts']
nodes = [s.check_node_exists(pt) for pt in f_pts]
s.add_set(name='load_nodes', type='NODE', selection=nodes)
load = PointLoad(name='hload',
nodes='load_nodes',
x=0,
y=0,
z=1,
xx=0,
yy=0,
zz=0)
s.add_load(load)
# add modal step -----------------------------------------------------------
step = HarmonicStep(name='harmonic_analysis',
displacements=['supports'],
loads=['hload'],
freq_range=freq_range,
freq_steps=freq_steps,
damping=damping)
s.add_step(step)
fnm = path + 'harmonic.inp'
ansys.inp_generate(s, filename=fnm)
# temp = path+'_Temp/'
s.analyse(path=path, name='harmonic.inp', temp=None, software='ansys')
return s
#-------------------------------------------------------------------------------
# Sections
mdl.add(CircularSection(name='sec_beam', r=0.2))
#-------------------------------------------------------------------------------
# Properties
mdl.add(
Properties(name='ep_beam',
material='mat_elastic',
section='sec_beam',
elset='elset_beams'))
#-------------------------------------------------------------------------------
# Displacements
mdl.add(FixedDisplacement(name='disp_fixed', nodes='nset_support'))
#-------------------------------------------------------------------------------
# Loads
mdl.add(PointLoad(name='load_point', nodes='nset_load', z=-1100.99))
#-------------------------------------------------------------------------------
# Steps
mdl.add([
GeneralStep(name='step_bc', displacements=['disp_fixed']),
GeneralStep(name='step_load', loads=['load_point']),
])
mdl.steps_order = ['step_bc', 'step_load']
#-------------------------------------------------------------------------------
# Summary
# add shell elements from mesh -------------------------------------------------
name = 'shell_example'
s = Structure(name=name, path=compas_fea.TEMP)
shell_keys = s.add_nodes_elements_from_mesh(mesh, element_type='ShellElement')
s.add_set('shell', 'element', shell_keys)
# add supports from rhino layer-------------------------------------------------
pts = rs.ObjectsByLayer('pts')
pts = [rs.PointCoordinates(pt) for pt in pts]
nkeys = []
for pt in pts:
nkeys.append(s.check_node_exists(pt))
s.add_set(name='support_nodes', type='NODE', selection=nkeys)
supppots = FixedDisplacement(name='supports', nodes='support_nodes')
s.add_displacement(supppots)
# add materials and sections -----------------------------------------------
E = 40 * 10**9
v = .02
p = 2400
thickness = .02
matname = 'concrete'
concrete = ElasticIsotropic(name=matname, E=E, v=v, p=p)
s.add_material(concrete)
section = ShellSection(name='concrete_sec', t=thickness)
s.add_section(section)
prop = ElementProperties(name='floor',
material=matname,
section='concrete_sec',
reb_wall = {
'w_u1': {'pos': +0.055, 'spacing': 0.100, 'material': 'mat_rebar', 'dia': 0.010, 'angle': 0},
'w_u2': {'pos': +0.045, 'spacing': 0.100, 'material': 'mat_rebar', 'dia': 0.010, 'angle': 90},
'w_l2': {'pos': -0.045, 'spacing': 0.100, 'material': 'mat_rebar', 'dia': 0.010, 'angle': 90},
'w_l1': {'pos': -0.055, 'spacing': 0.100, 'material': 'mat_rebar', 'dia': 0.010, 'angle': 0}}
mdl.add_element_properties([
Properties(name='ep_plinth', material='mat_concrete', section='sec_plinth',
elsets='elset_plinth', reinforcement=reb_plinth),
Properties(name='ep_wall', material='mat_concrete', section='sec_wall',
elsets='elset_wall', reinforcement=reb_wall)])
# Displacements
mdl.add_displacement(FixedDisplacement(name='disp_fixed', nodes='nset_fixed'))
# Loads
mdl.add_load(GravityLoad(name='load_gravity', elements=['elset_wall', 'elset_plinth']))
components = {}
for guid in rs.ObjectsByLayer('nset_loads'):
px, py, pz = rs.ObjectName(guid).split(' ')
components[mdl.check_node_exists(rs.PointCoordinates(guid))] = {'z': float(pz)*100}
mdl.add_load(PointLoads(name='load_points', components=components))
loads = ['load_gravity', 'load_points']
# Steps
mdl.add_steps([
GeneralStep(name='step_bc', nlgeom=False, displacements=['disp_fixed']),
# Sections
mdl.add(ShellSection(name='sec_shell', t=0.01))
# Properties
mdl.add(
Properties(name='ep_shell',
material='mat_steel',
section='sec_shell',
elset='elset_shells'))
# Displacements
mdl.add(FixedDisplacement(name='disp_pins', nodes=[0, 2, 8, 6]))
# Loads
mdl.add(PointLoad(name='load_v', nodes=[4], z=-1000))
# Steps
mdl.add(
GeneralStep(name='step_bc_loads',
displacements=['disp_pins'],
loads=['load_v'],
nlgeom=False))
mdl.steps_order = ['step_bc_loads']
# Summary
layer='nset_left')
for i, Li in zip(ekeys, L):
ri = (1 + Li / Lt) * 0.020
sname = 'sec_{0}'.format(i)
mdl.add(CircularSection(name=sname, r=ri))
mdl.add(
Properties(name='ep_{0}'.format(i),
material='mat_elastic',
section=sname,
elements=[i]))
# Displacements
mdl.add([
FixedDisplacement(name='disp_left', nodes='nset_left'),
PinnedDisplacement(name='disp_right', nodes='nset_right'),
])
# Loads
mdl.add(GravityLoad(name='gravity', elements='all'))
mdl.add(PointLoad(name='load_weights', nodes='nset_weights', z=-1000))
# Steps
mdl.add([
GeneralStep(name='step_bc', displacements=['disp_left', 'disp_right']),
GeneralStep(name='step_load', loads=['load_weights', 'gravity']),
])
mdl.steps_order = ['step_bc', 'step_load']
# Materials
mdl.add(ElasticIsotropic(name='mat_1', E=20*10**9, v=0.3, p=1500))
mdl.add(ElasticIsotropic(name='mat_2', E=30*10**9, v=0.3, p=1500))
# Sections
mdl.add(RectangularSection(name='bsec', b=0.1, h=.2))
mdl.add(Properties(name='ep_1', material='mat_1', section='bsec', elsets=['beams']))
mdl.add(ShellSection(name='ssec', t=.1))
mdl.add(Properties(name='ep_2', material='mat_2', section='ssec', elsets=['shell']))
# Displacements
mdl.add([FixedDisplacement(name='supports', nodes='supports')])
# Loads
mdl.add(GravityLoad(name='load_gravity', elements=['beams', 'shell']))
# Steps
mdl.add([
GeneralStep(name='step_bc', displacements=['supports']),
GeneralStep(name='step_load', loads=['load_gravity']),
])
mdl.steps_order = ['step_bc', 'step_load']
# Summary
