blender.add_nodes_elements_from_layers(
mdl,
layers=['elset_top_plate', 'elset_bot_plate'],
mesh_type='ShellElement')
blender.add_nodes_elements_from_layers(mdl,
layers='elset_ties',
line_type='TrussElement')
# Sets
blender.add_nsets_from_layers(mdl, layers=['nset_supports', 'nset_load'])
# Materials
mdl.add([
Steel(name='mat_steel', fy=355),
Concrete(name='mat_concrete', fck=90),
])
# Sections
mdl.add([
ShellSection(name='sec_plate', t=0.005),
TrussSection(name='sec_tie', A=0.25 * 3.142 * 0.008**2),
SolidSection(name='sec_solid'),
])
# Properties
mdl.add([
Properties(name='ep_plate1',
rhino.add_nodes_elements_from_layers(mdl,
mesh_type='ShellElement',
layers=['elset_mesh', 'elset_plates'])
rhino.add_nodes_elements_from_layers(mdl,
line_type='TrussElement',
layers=['elset_tie'])
# Sets
rhino.add_sets_from_layers(mdl, layers=['nset_pin', 'nset_roller'])
# Materials
mdl.add([
Concrete(name='mat_concrete', fck=50),
Steel(name='mat_steel', fy=460),
])
# Sections
mdl.add([
ShellSection(name='sec_planar', t=0.050),
TrussSection(name='sec_tie', A=0.0001),
])
# Properties
mdl.add([
Properties(name='ep_planar',
material='mat_concrete',
section='sec_planar',
mdl = Structure(name='mesh_mould', path='C:/Temp/')
# Elements
rhino.add_nodes_elements_from_layers(mdl, mesh_type='ShellElement', layers=['elset_wall', 'elset_plinth'])
# Sets
rhino.add_sets_from_layers(mdl, layers=['nset_fixed'])
# Materials
mdl.add_materials([
Concrete(name='mat_concrete', fck=40),
Steel(name='mat_rebar', fy=500, id='r')])
# Sections
mdl.add_sections([
ShellSection(name='sec_wall', t=0.150),
ShellSection(name='sec_plinth', t=0.300)])
# Properties
reb_plinth = {
'p_u1': {'pos': +0.130, 'spacing': 0.100, 'material': 'mat_rebar', 'dia': 0.010, 'angle': 0},
'p_u2': {'pos': +0.120, 'spacing': 0.100, 'material': 'mat_rebar', 'dia': 0.010, 'angle': 90},
'p_l2': {'pos': -0.120, 'spacing': 0.100, 'material': 'mat_rebar', 'dia': 0.010, 'angle': 90},
'p_l1': {'pos': -0.130, 'spacing': 0.100, 'material': 'mat_rebar', 'dia': 0.010, 'angle': 0}}
# Structure
mdl = Structure(name='beam_frame', path='C:/Temp/')
# Elements
rhino.add_nodes_elements_from_layers(mdl, line_type='BeamElement', layers='elset_lines')
# Sets
layers = ['nset_pins', 'nset_load_v', 'nset_load_h', 'nset_rollers', 'elset_top']
rhino.add_sets_from_layers(mdl, layers=layers)
# Materials
mdl.add_material(Steel(name='mat_steel'))
# Sections
mdl.add_section(PipeSection(name='sec_pipe', r=0.100, t=0.005))
# Properties
ep = Properties(name='ep', material='mat_steel', section='sec_pipe', elsets='elset_lines')
mdl.add_element_properties(ep)
# Displacements
mdl.add_displacements([
PinnedDisplacement(name='disp_pins', nodes='nset_pins'),
RollerDisplacementXZ(name='disp_rollers', nodes='nset_rollers')])
# Elements
rhino.add_nodes_elements_from_layers(mdl,
mesh_type='ShellElement',
layers=['elset_wall', 'elset_plinth'])
# Sets
rhino.add_sets_from_layers(mdl, layers=['nset_fixed', 'nset_loads'])
# Materials
mdl.add([
Concrete(name='mat_concrete', fck=40),
Steel(name='mat_rebar', fy=500),
])
# Sections
mdl.add([
ShellSection(name='sec_wall', t=0.150),
ShellSection(name='sec_plinth', t=0.300),
])
# Properties
reb_plinth = {
'p_u1': {
'pos': +0.130,
'spacing': 0.100,
xyz = [[0, 0, 0], [1, 0, 0], [2, 0, 0], [0, 1, 0], [1, 1, 0], [2, 1, 0],
[0, 2, 0], [1, 2, 0], [2, 2, 0]]
nodes = mdl.add_nodes(xyz)
shells = [[0, 1, 4, 3], [1, 2, 5, 4], [3, 4, 7, 6], [4, 5, 8, 7]]
shells = [mdl.add_element(shell, 'ShellElement') for shell in shells]
# Sets
elset_shells = mdl.add_set('elset_shells', 'element', shells)
# Materials
mdl.add(Steel(name='mat_steel'))
# 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
# Elements
layers = ['elset_main', 'elset_diag', 'elset_stays']
rhino.add_nodes_elements_from_layers(mdl,
line_type='TrussElement',
layers=layers)
# Sets
rhino.add_sets_from_layers(mdl,
layers=['nset_pins', 'nset_load_v', 'nset_load_h'])
# Materials
mdl.add_material(Steel(name='mat_steel', fy=355))
# Sections
mdl.add_sections([
TrussSection(name='sec_main', A=0.0008),
TrussSection(name='sec_diag', A=0.0005),
TrussSection(name='sec_stays', A=0.0001)
])
# Properties
mdl.add_element_properties([
Properties(name='ep_main',
material='mat_steel',
section='sec_main',
# print(mdl.check_node_exists(xyz=[5, 5, 0]))
# print(mdl.node_bounds())
# print(mdl.elements[3])
# print(mdl.elements[3].nodes)
# print(mdl.element_count())
# print(mdl.element_index)
# print(mdl.check_element_exists(nodes=[2, 3]))
rhino.add_sets_from_layers(mdl, layers=['supports', 'loads'])
# print(mdl.sets['trusses'])
# print(mdl.sets['supports'])
# print(mdl.sets['loads'])
mdl.add(Steel(name='steel', fy=355))
# print(mdl.materials['steel'])
mdl.add(TrussSection(name='section', A=0.001))
# print(mdl.sections['section'])
mdl.add(
ElementProperties(name='property',
material='steel',
section='section',
elset='trusses'))
# print(mdl.element_properties['property'])
mdl = Structure(name='truss_frame', path='C:/Temp/')
# Elements
rhino.add_nodes_elements_from_layers(mdl, line_type='TrussElement', layers='elset_main', pL=A1*p)
rhino.add_nodes_elements_from_layers(mdl, line_type='TrussElement', layers='elset_diag', pL=A2*p)
rhino.add_nodes_elements_from_layers(mdl, line_type='TrussElement', layers='elset_stays', pL=A3*p)
# Sets
rhino.add_sets_from_layers(mdl, layers=['nset_pins', 'nset_load_v', 'nset_load_h'])
# Materials
mdl.add(Steel(name='mat_steel', fy=355, p=p))
# Sections
mdl.add([
TrussSection(name='sec_main', A=A1),
TrussSection(name='sec_diag', A=A2),
TrussSection(name='sec_stays', A=A3),
])
# Properties
mdl.add([
Properties(name='ep_main', material='mat_steel', section='sec_main', elset='elset_main'),
Properties(name='ep_diag', material='mat_steel', section='sec_diag', elset='elset_diag'),
Properties(name='ep_stays', material='mat_steel', section='sec_stays', elset='elset_stays'),