forked from dlubal-software/RFEM_Python_Client
-
Notifications
You must be signed in to change notification settings - Fork 0
/
Copy pathtest_SolidLoads.py
177 lines (139 loc) · 6.29 KB
/
test_SolidLoads.py
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
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.Loads.solidLoad import SolidLoad
from RFEM.Loads.solidSetLoad import SolidSetLoad
from RFEM.enums import NodalSupportType, StaticAnalysisType, LoadDirectionType, SolidLoadType, SolidLoadDistribution
from RFEM.enums import SolidLoadDirection, SolidSetLoadType, SolidSetLoadDistribution, SolidSetLoadDirection
from RFEM.initModel import Model
from RFEM.BasicObjects.material import Material
from RFEM.BasicObjects.thickness import Thickness
from RFEM.BasicObjects.node import Node
from RFEM.BasicObjects.line import Line
from RFEM.BasicObjects.surface import Surface
from RFEM.BasicObjects.solid import Solid
from RFEM.BasicObjects.solidSet import SolidSet
from RFEM.TypesForNodes.nodalSupport import NodalSupport
from RFEM.LoadCasesAndCombinations.staticAnalysisSettings import StaticAnalysisSettings
from RFEM.LoadCasesAndCombinations.loadCase import LoadCase
from RFEM.Loads.nodalLoad import NodalLoad
if Model.clientModel is None:
Model()
def test_solid_loads():
Model.clientModel.service.delete_all()
Model.clientModel.service.begin_modification()
Material(1, 'S235')
# Solid 1
Node(1, 0.0, 0.0, 0.0)
Node(2, 10.0, 0.0, 0.0)
Node(3, 10.0, 10.0, 0.0)
Node(4, 0.0, 10.0, 0.0)
Node(5, 0.0, 0.0, -5.0)
Node(6, 10.0, 0.0, -5.0)
Node(7, 10.0, 10.0, -5.0)
Node(8, 0.0, 10.0, -5.0)
Line(1, '1 2')
Line(2, '2 3')
Line(3, '3 4')
Line(4, '4 1')
Line(5, '5 6')
Line(6, '6 7')
Line(7, '7 8')
Line(8, '8 5')
Line(9, '1 5')
Line(10, '2 6')
Line(11, '3 7')
Line(12, '4 8')
Thickness(1, 'My Test Thickness', 1, 0.05)
Surface(1, '1-4', 1)
Surface(2, '5-8', 1)
Surface(3, '1 9 5 10', 1)
Surface(4, '2 10 6 11', 1)
Surface(5, '3 11 7 12', 1)
Surface(6, '4 12 8 9', 1)
Solid(1, '1-6', 1)
NodalSupport(1, '1 2 3 4 9 12 10 11 17 18 ', NodalSupportType.HINGED)
StaticAnalysisSettings(1, 'Geometric linear', StaticAnalysisType.GEOMETRICALLY_LINEAR)
LoadCase(1 , 'Test load case', [True, 0.0, 0.0, 1.0])
NodalLoad(1, 1, '1', LoadDirectionType.LOAD_DIRECTION_LOCAL_X, 12.8)
SolidLoad(1, 1, '1', SolidLoadType.LOAD_TYPE_FORCE, SolidLoadDistribution.LOAD_DISTRIBUTION_UNIFORM, SolidLoadDirection.LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_TRUE, 1289.0, 'My Comment')
SolidLoad.Force(2, 1, '1', SolidLoadDirection.LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W_TRUE, 8569.21, 'My 2nd Comment')
SolidLoad.Force(3, 1, '1', SolidLoadDirection.LOAD_DIRECTION_GLOBAL_X_OR_USER_DEFINED_U_TRUE, 78548.21, 'My 2nd Comment')
SolidLoad.Temperature(4, 1, '1', SolidLoadDistribution.LOAD_DISTRIBUTION_UNIFORM,[78.4])
SolidLoad.Temperature(5, 1, '1', SolidLoadDistribution.LOAD_DISTRIBUTION_LINEAR_IN_X, [105.4, 507.8, 4, 3])
SolidLoad.Temperature(6, 1, '1', SolidLoadDistribution.LOAD_DISTRIBUTION_LINEAR_IN_Y, [237, -8.9, 5, 7])
SolidLoad.Temperature(7, 1, '1', SolidLoadDistribution.LOAD_DISTRIBUTION_LINEAR_IN_Z, [-2587.98, -8.9, 5, 2])
SolidLoad.Strain(8, 1, '1', SolidLoadDistribution.LOAD_DISTRIBUTION_UNIFORM, [0.01, 0.02, 0.03])
SolidLoad.Strain(9, 1, '1', SolidLoadDistribution.LOAD_DISTRIBUTION_LINEAR_IN_X, [0.01, 0.02, 0.03, 0.04, 0.05, 0.06, 5, 6])
SolidLoad.Strain(10, 1, '1', SolidLoadDistribution.LOAD_DISTRIBUTION_LINEAR_IN_Y, [0.01, 0.02, 0.03, 0.04, 0.05, 0.06, 5, 8])
SolidLoad.Strain(11, 1, '1', SolidLoadDistribution.LOAD_DISTRIBUTION_LINEAR_IN_Z, [0.01, 0.02, 0.03, 0.04, 0.05, 0.06, 5, 1])
SolidLoad.Motion(12, 1, '1',[ 5, 2, 0.0, 0.0, 0.0, 0.0, 0.0, 1.0])
# Solid 2
Node(9, 0.0, 20.0, 0.0)
Node(10, 10.0, 20.0, 0.0)
Node(11, 10.0, 30.0, 0.0)
Node(12, 0.0, 30.0, 0.0)
Node(13, 0.0, 20.0, -5.0)
Node(14, 10.0, 20.0, -5.0)
Node(15, 10.0, 30.0, -5.0)
Node(16, 0.0, 30.0, -5.0)
Line(13, '9 10')
Line(14, '10 11')
Line(15, '11 12')
Line(16, '12 9')
Line(17, '13 14')
Line(18, '14 15')
Line(19, '15 16')
Line(20, '16 13')
Line(21, '9 13')
Line(22, '10 14')
Line(23, '11 15')
Line(24, '12 16')
Surface(7, '13-16', 1)
Surface(8, '17-20', 1)
Surface(9, '13 22 17 21', 1)
Surface(10, '15 23 19 24', 1)
Surface(11, '16 21 20 24', 1)
Surface(12, '14 22 18 23', 1)
Solid(2, '7-12', 1)
# Solid 3
Node(17, 20.0, 20.0, 0.0)
Node(18, 20.0, 30.0, 0.0)
Node(19, 20.0, 20.0, -5.0)
Node(20, 20.0, 30.0, -5.0)
Line(25, '10 17')
Line(26, '17 18')
Line(27, '18 11')
Line(28, '14 19')
Line(29, '19 20')
Line(30, '20 15')
Line(31, '17 19')
Line(32, '18 20')
Surface(13, '25 26 27 14', 1)
Surface(14, '28 29 30 18', 1)
Surface(15, '25 31 28 22', 1)
Surface(16, '27 32 30 23', 1)
Surface(17, '26 31 29 32', 1)
Solid(3, '13-17,12', 1)
# Solid Set
SolidSet.ContinuousSolids(1, '2 3')
SolidSetLoad(1, 1, '1', SolidSetLoadType.LOAD_TYPE_FORCE, SolidSetLoadDistribution.LOAD_DISTRIBUTION_UNIFORM, SolidSetLoadDirection.LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_TRUE, 58.9*1000, 'My Comment')
SolidSetLoad.Force(2, 1, '1', SolidLoadDirection.LOAD_DIRECTION_GLOBAL_Y_OR_USER_DEFINED_V_TRUE, 8974.123, 'My 2nd Comment')
SolidSetLoad.Temperature(3, 1, '1', SolidSetLoadDistribution.LOAD_DISTRIBUTION_UNIFORM, [25489], 'My 3rd Comment')
SolidSetLoad.Temperature(4, 1, '1', SolidSetLoadDistribution.LOAD_DISTRIBUTION_LINEAR_IN_X, [1.5, 8.9, 16, 15], 'My 3rd Comment')
SolidSetLoad.Strain(5, 1, '1', SolidSetLoadDistribution.LOAD_DISTRIBUTION_UNIFORM, [0.1, 0.2, 0.3], 'My Comment')
SolidSetLoad.Strain(6, 1, '1', SolidLoadDistribution.LOAD_DISTRIBUTION_LINEAR_IN_Y, [0.1, 0.2, 0.3, 0.1, 0.2, 0.3, 13, 16])
SolidSetLoad.Motion(7, 1, '1', [1.5, 0.2, 0.0, 0.0, 0.0, 0.0, 0.0, 1.0])
sl = Model.clientModel.service.get_solid_load(1, 1)
assert sl.load_type == 'LOAD_TYPE_FORCE'
sl = Model.clientModel.service.get_solid_load(2, 1)
assert sl.load_type == 'LOAD_TYPE_FORCE'
sl = Model.clientModel.service.get_solid_load(3, 1)
assert sl.load_distribution == 'LOAD_DISTRIBUTION_UNIFORM'
sl = Model.clientModel.service.get_solid_load(4, 1)
assert sl.load_type == 'LOAD_TYPE_TEMPERATURE'
Model.clientModel.service.finish_modification()