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test_Member_test.py
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import sys
import os
PROJECT_ROOT = os.path.abspath(os.path.join(
os.path.dirname(__file__),
os.pardir)
)
sys.path.append(PROJECT_ROOT)
from RFEM.enums import *
from RFEM.initModel import Model
from RFEM.BasicObjects.material import Material
from RFEM.BasicObjects.section import Section
from RFEM.BasicObjects.thickness import Thickness
from RFEM.BasicObjects.node import Node
from RFEM.BasicObjects.member import Member
from RFEM.TypesForMembers.memberHinge import MemberHinge
from RFEM.TypesForMembers.memberDefinableStiffness import MemberDefinableStiffness
if Model.clientModel is None:
Model()
def test_all_member_types():
Model.clientModel.service.delete_all()
Model.clientModel.service.begin_modification()
Material(1, 'S235')
Material(2, 'C30/37')
Section(1, 'IPE 300', 1)
Section(2, 'IPE 500', 1)
Thickness(1, '180 mm', 2, 0.18)
node_tag_lst = list(range(1, 62, 1))
node_x_lst = [0, 5]*(int(len(node_tag_lst)/2))
node_y_lst = []
for i in list(range(0, 61, 2)):
node_y_lst.append(i)
node_y_lst.append(i)
for t,x,y in zip(node_tag_lst, node_x_lst, node_y_lst):
Node(t, x, y, 0)
# Initial Member Function
Member(1, 1, 2, 0, 1, 1)
# Beam Member with Angle Rotation
Member.Beam(2, 3, 4, MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_UNIFORM, MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE, [15], 1, 1)
# Beam Member with Node Rotation
Member.Beam(3, 5, 6, MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_UNIFORM, MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE, [5, MemberRotationPlaneType.ROTATION_PLANE_XY], 1, 1)
# Beam Member with Member Hinge
MemberHinge(1, "Local", rotational_release_my= 0.0, rotational_release_mz=0.0)
Member.Beam(4, 7, 8, MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_UNIFORM, MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE, [0], 1, 1, params={'member_hinge_start': 1, 'member_hinge_end' : 1})
# Beam Member with End Modifications
Member.Beam(5, 9, 10, MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_UNIFORM, MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE, [0], 1, 1,
params={'end_modifications_member_start_extension': 1, 'end_modifications_member_start_slope_y': 0.03, 'end_modifications_member_start_slope_z': 0.05, 'end_modifications_member_end_extension': 4, 'end_modifications_member_end_slope_y': 0.08, 'end_modifications_member_end_slope_z': 0.1})
# Beam Member with Linear Distribution
Member.Beam(6, 11, 12, MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_LINEAR, MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE, [0], 1, 2, [MemberSectionAlignment.SECTION_ALIGNMENT_BOTTOM])
# Beam Member with Tapered at Both Sides
Member.Beam(7, 13, 14, MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_TAPERED_AT_BOTH_SIDES, MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE, [0], 2, 2, [True, True, 0.25, 0.25, MemberSectionAlignment.SECTION_ALIGNMENT_CENTRIC, 1])
# Beam Member with Tapered at the Start
Member.Beam(8, 15, 16, MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_TAPERED_AT_START_OF_MEMBER, MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE, [0], 2, 1, [True, 0.25, MemberSectionAlignment.SECTION_ALIGNMENT_CENTRIC])
# Beam Member with Tapered at the End
Member.Beam(9, 17, 18, MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_TAPERED_AT_END_OF_MEMBER, MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE, [0], 1, 2, [True, 0.25, MemberSectionAlignment.SECTION_ALIGNMENT_CENTRIC])
# Beam Member with Tapered at the End
Member.Beam(10, 19, 20, MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_SADDLE, MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE, [0], 1, 1, [True, 0.5, MemberSectionAlignment.SECTION_ALIGNMENT_CENTRIC, 2])
# Beam Member with Offset at Both End
Member.Beam(11, 21, 22, MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_OFFSET_AT_BOTH_SIDES, MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE, [0], 1, 1, [True, True, 0.25, 0.25, MemberSectionAlignment.SECTION_ALIGNMENT_CENTRIC, 2])
# Beam Member with Offset at Start
Member.Beam(12, 23, 24, MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_OFFSET_AT_START_OF_MEMBER, MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE, [0], 1, 2, [True, 0.25, MemberSectionAlignment.SECTION_ALIGNMENT_CENTRIC])
# Beam Member with Offset at End
Member.Beam(13, 25, 26, MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_OFFSET_AT_END_OF_MEMBER, MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE, [0], 1, 2, [True, 0.25, MemberSectionAlignment.SECTION_ALIGNMENT_CENTRIC])
# Rigid Member
Member.Rigid(14, 27, 28, MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE, [0])
# Rigid Member with Member Hinge
Member.Rigid(15, 29, 30, MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE, [0], params={'member_hinge_start' : 1, 'member_hinge_end': 1})
# Truss Member
Member.Truss(16, 31, 32, MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE, [0])
# Truss Only N Member
Member.TrussOnlyN(17, 33, 34, MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE, [0])
# Tension Member
Member.Tension(18, 35, 36, MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE, [0])
# Compression Member
Member.Compression(19, 37, 38, MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE, [0])
# Buckling Member
Member.Buckling(20, 39, 40, MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE, [0])
# Cable Member
Member.Cable(21, 41, 42, MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE, [0])
# Result Beam 1
Member.ResultBeam(22, 43, 44, MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_UNIFORM, MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE, MemberResultBeamIntegration.INTEGRATE_WITHIN_CUBOID_QUADRATIC, [0], 1, 1, integration_parameters = [0.1])
# Result Beam 2
Member.ResultBeam(23, 45, 46, MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_UNIFORM, MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE, MemberResultBeamIntegration.INTEGRATE_WITHIN_CUBOID_GENERAL, [0], 1, 1, integration_parameters=[0.1, 0.2, 0.3, 0.4])
# Result Beam 3
Member.ResultBeam(24, 47, 48, MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_UNIFORM, MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE, MemberResultBeamIntegration.INTEGRATE_WITHIN_CYLINDER, [0], 1, 1, integration_parameters=[0.5])
# Result Beam 4
Member.ResultBeam(25, 49, 50, MemberSectionDistributionType.SECTION_DISTRIBUTION_TYPE_UNIFORM, MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE, MemberResultBeamIntegration.INTEGRATE_FROM_LISTED_OBJECT, [0], 1, 1)
# Member Definable Stiffness
MemberDefinableStiffness(1)
Member.DefinableStiffness(26, 51, 52, MemberRotationSpecificationType.COORDINATE_SYSTEM_ROTATION_VIA_ANGLE, [0], 1)
# Member Coupling Rigid Rigid
Member.CouplingRigidRigid(27, 53, 54)
# Member Coupling Rigid Hinge
Member.CouplingRigidHinge(28, 55, 56)
# Member Coupling Hinge Rigid
Member.CouplingHingeRigid(29, 57, 58)
# Member Coupling Hinge Hinge
Member.CouplingHingeHinge(30, 59, 60)
Model.clientModel.service.finish_modification()
mem = Model.clientModel.service.get_member(1)
assert mem.type == 'TYPE_BEAM'
assert mem.section_distribution_type == 'SECTION_DISTRIBUTION_TYPE_UNIFORM'
mem = Model.clientModel.service.get_member(2)
assert mem.rotation_specification_type == 'COORDINATE_SYSTEM_ROTATION_VIA_ANGLE'
assert round(mem.rotation_angle, 5) == 2.43363
mem = Model.clientModel.service.get_member(3)
assert mem.rotation_specification_type == 'COORDINATE_SYSTEM_ROTATION_VIA_HELP_NODE'
assert mem.rotation_help_node == 5
assert mem.rotation_plane_type == 'ROTATION_PLANE_XY'
mem = Model.clientModel.service.get_member(15)
assert mem.type == 'TYPE_RIGID'
assert mem.member_hinge_start == 1
assert mem.member_hinge_end == 1
mem = Model.clientModel.service.get_member(17)
assert mem.type == 'TYPE_TRUSS_ONLY_N'
assert mem.node_start == 33
assert Model.clientModel.service.get_member(18).type == 'TYPE_TENSION'
assert Model.clientModel.service.get_member(19).type == 'TYPE_COMPRESSION'
assert Model.clientModel.service.get_member(20).type == 'TYPE_BUCKLING'
assert Model.clientModel.service.get_member(21).type == 'TYPE_CABLE'
mem = Model.clientModel.service.get_member(23)
assert mem.type == 'TYPE_RESULT_BEAM'
assert mem.result_beam_integrate_stresses_and_forces == 'INTEGRATE_WITHIN_CUBOID_GENERAL'
assert mem.result_beam_y_plus == 0.1
assert mem.result_beam_z_plus == 0.2
assert mem.result_beam_y_minus == 0.3
assert mem.result_beam_z_minus == 0.4
assert Model.clientModel.service.get_member(26).type == 'TYPE_DEFINABLE_STIFFNESS'
assert Model.clientModel.service.get_member(30).type == 'TYPE_COUPLING_HINGE_HINGE'