forked from Anwar8/gidopensees
-
Notifications
You must be signed in to change notification settings - Fork 0
/
OpenSees.mat
2887 lines (2789 loc) · 124 KB
/
OpenSees.mat
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
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
241
242
243
244
245
246
247
248
249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276
277
278
279
280
281
282
283
284
285
286
287
288
289
290
291
292
293
294
295
296
297
298
299
300
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
316
317
318
319
320
321
322
323
324
325
326
327
328
329
330
331
332
333
334
335
336
337
338
339
340
341
342
343
344
345
346
347
348
349
350
351
352
353
354
355
356
357
358
359
360
361
362
363
364
365
366
367
368
369
370
371
372
373
374
375
376
377
378
379
380
381
382
383
384
385
386
387
388
389
390
391
392
393
394
395
396
397
398
399
400
401
402
403
404
405
406
407
408
409
410
411
412
413
414
415
416
417
418
419
420
421
422
423
424
425
426
427
428
429
430
431
432
433
434
435
436
437
438
439
440
441
442
443
444
445
446
447
448
449
450
451
452
453
454
455
456
457
458
459
460
461
462
463
464
465
466
467
468
469
470
471
472
473
474
475
476
477
478
479
480
481
482
483
484
485
486
487
488
489
490
491
492
493
494
495
496
497
498
499
500
501
502
503
504
505
506
507
508
509
510
511
512
513
514
515
516
517
518
519
520
521
522
523
524
525
526
527
528
529
530
531
532
533
534
535
536
537
538
539
540
541
542
543
544
545
546
547
548
549
550
551
552
553
554
555
556
557
558
559
560
561
562
563
564
565
566
567
568
569
570
571
572
573
574
575
576
577
578
579
580
581
582
583
584
585
586
587
588
589
590
591
592
593
594
595
596
597
598
599
600
601
602
603
604
605
606
607
608
609
610
611
612
613
614
615
616
617
618
619
620
621
622
623
624
625
626
627
628
629
630
631
632
633
634
635
636
637
638
639
640
641
642
643
644
645
646
647
648
649
650
651
652
653
654
655
656
657
658
659
660
661
662
663
664
665
666
667
668
669
670
671
672
673
674
675
676
677
678
679
680
681
682
683
684
685
686
687
688
689
690
691
692
693
694
695
696
697
698
699
700
701
702
703
704
705
706
707
708
709
710
711
712
713
714
715
716
717
718
719
720
721
722
723
724
725
726
727
728
729
730
731
732
733
734
735
736
737
738
739
740
741
742
743
744
745
746
747
748
749
750
751
752
753
754
755
756
757
758
759
760
761
762
763
764
765
766
767
768
769
770
771
772
773
774
775
776
777
778
779
780
781
782
783
784
785
786
787
788
789
790
791
792
793
794
795
796
797
798
799
800
801
802
803
804
805
806
807
808
809
810
811
812
813
814
815
816
817
818
819
820
821
822
823
824
825
826
827
828
829
830
831
832
833
834
835
836
837
838
839
840
841
842
843
844
845
846
847
848
849
850
851
852
853
854
855
856
857
858
859
860
861
862
863
864
865
866
867
868
869
870
871
872
873
874
875
876
877
878
879
880
881
882
883
884
885
886
887
888
889
890
891
892
893
894
895
896
897
898
899
900
901
902
903
904
905
906
907
908
909
910
911
912
913
914
915
916
917
918
919
920
921
922
923
924
925
926
927
928
929
930
931
932
933
934
935
936
937
938
939
940
941
942
943
944
945
946
947
948
949
950
951
952
953
954
955
956
957
958
959
960
961
962
963
964
965
966
967
968
969
970
971
972
973
974
975
976
977
978
979
980
981
982
983
984
985
986
987
988
989
990
991
992
993
994
995
996
997
998
999
1000
# GiD + OpenSees Interface - An Integrated FEA Platform
# Copyright (C) 2016-2020
#
# Lab of R/C and Masonry Structures
# School of Civil Engineering, AUTh
#
# Development Team
#
# T. Kartalis-Kaounis, Dipl. Eng. AUTh, MSc
# V.K. Papanikolaou, Dipl. Eng., MSc DIC, PhD, Asst. Prof. AUTh
#
# Project Contributors
#
# F. Derveni, Dipl. Eng. AUTh
# V.K. Protopapadakis, Dipl. Eng. AUTh, MSc
# T. Papadopoulos, Dipl. Eng. AUTh, MSc
# T. Zachariadis, Dipl. Eng. AUTh, MSc
#
# This program is free software: you can redistribute it and/or modify
# it under the terms of the GNU General Public License as published by
# the Free Software Foundation, either version 3 of the License, or
# (at your option) any later version.
#
# This program is distributed in the hope that it will be useful,
# but WITHOUT ANY WARRANTY; without even the implied warranty of
# MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the
# GNU General Public License for more details.
#
# You should have received a copy of the GNU General Public License
# along with this program. If not, see <http://www.gnu.org/licenses/>.
#
# Materials file
#
BOOK: Standard_Uniaxial_Materials
MATERIAL: Elastic
COMMENT: \n\tUpdate material window to assign selected Class/Type.\n\tSelect 'Custom' to enter user values.\n\tSelect Force-Deformation/Moment-Rotation formulation\n\tin order to use this material for zeroLength elements.\n
QUESTION: Material:#CB#(Elastic)
VALUE: Elastic
HELP: Elastic uniaxial material object
TKWIDGET: TK_UpdateInfoBar
IMAGE: img/Materials/Elastic.png
QUESTION: Formulation#CB#(Stress-Strain,Force-Deformation,Moment-Rotation)
VALUE: Stress-Strain
DEPENDENCIES: (Stress-Strain,RESTORE,Material_type,#CURRENT#,HIDE,Stiffness_K,#CURRENT#,HIDE,Moment_per_rotation_unit,#CURRENT#,RESTORE,Elastic_modulus_E,#CURRENT#,HIDE,Moment_per_rotation_unit,#CURRENT#)
DEPENDENCIES: (Force-Deformation,HIDE,Material_type,#CURRENT#,HIDE,Concrete_class,#CURRENT#,HIDE,Steel_grade,#CURRENT#,HIDE,Elastic_modulus_E,#CURRENT#,RESTORE,Stiffness_K,#CURRENT#,HIDE,Moment_per_rotation_unit,#CURRENT#)
DEPENDENCIES: (Moment-Rotation,HIDE,Material_type,#CURRENT#,HIDE,Concrete_class,#CURRENT#,HIDE,Steel_grade,#CURRENT#,HIDE,Elastic_modulus_E,#CURRENT#,HIDE,Stiffness_K,#CURRENT#,RESTORE,Moment_per_rotation_unit,#CURRENT#)
QUESTION: Material_type#CB#(Concrete,Steel,Custom)
VALUE: Custom
TKWIDGET: OtherUniaxMaterials::GenerateValues
DEPENDENCIES: (Concrete,RESTORE,Concrete_class,#CURRENT#,HIDE,Steel_grade,#CURRENT#)
DEPENDENCIES: (Steel,HIDE,Concrete_class,#CURRENT#,RESTORE,Steel_grade,#CURRENT#)
DEPENDENCIES: (Custom,HIDE,Concrete_class,#CURRENT#,HIDE,Steel_grade,#CURRENT#)
QUESTION: Concrete_class#CB#(C12/15,C16/20,C20/25,C25/30,C30/37,C35/45,C40/50,C45/55,C50/60,C55/67,C60/75,C70/85,C80/95,C90/105)
VALUE: C20/25
QUESTION: Steel_grade#CB#(S235,S275,S355,S450,B500)
VALUE: S235
QUESTION: Elastic_modulus_E#UNITS#
VALUE: 30 GPa
HELP: Young modulus of elasticity E, considering stress-strain diagram
QUESTION: Stiffness_K#UNITS#
VALUE: 4000 kN/m
QUESTION: Moment_per_rotation_unit#UNITS#
VALUE: 10000 kNm
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Elastic_Perfectly_Plastic
COMMENT: \n\tUpdate material window to assign selected Class/Type.\n\tSelect 'Custom' to enter user values.\n\tSelect Force-Deformation/Moment-Rotation formulation\n\tin order to use this material for zeroLength elements.\n
QUESTION: Material:#CB#(ElasticPerfectlyPlastic)
VALUE: ElasticPerfectlyPlastic
HELP: elastic perfectly-plastic uniaxial material object
IMAGE: img/Materials/ElasticPP.png
TKWIDGET: TK_UpdateInfoBar
QUESTION: Formulation#CB#(Stress-Strain,Force-Deformation,Moment-Rotation)
VALUE: Stress-Strain
DEPENDENCIES: (Stress-Strain,RESTORE,Material_type,#CURRENT#,HIDE,Stiffness_K,#CURRENT#,RESTORE,Elastic_modulus_E,#CURRENT#,HIDE,Deformation_epsN,#CURRENT#,HIDE,Deformation_epsP,#CURRENT#,RESTORE,Initial_strain_eps0,#CURRENT#,HIDE,Initial_deformation_eps0,#CURRENT#,HIDE,Moment_per_rotation_unit,#CURRENT#,HIDE,Rotation_epsP,#CURRENT#,HIDE,Rotation_epsN,#CURRENT#,HIDE,Initial_rotation_eps0,#CURRENT#)
DEPENDENCIES: (Force-Deformation,HIDE,Material_type,#CURRENT#,HIDE,Concrete_class,#CURRENT#,HIDE,Strength_type,#CURRENT#,HIDE,Steel_grade,#CURRENT#,HIDE,Elastic_modulus_E,#CURRENT#,RESTORE,Stiffness_K,#CURRENT#,RESTORE,Deformation_epsN,#CURRENT#,RESTORE,Deformation_epsP,#CURRENT#,HIDE,Strain_epsN,#CURRENT#,HIDE,Strain_epsP,#CURRENT#,HIDE,Initial_strain_eps0,#CURRENT#,RESTORE,Initial_deformation_eps0,#CURRENT#,HIDE,Moment_per_rotation_unit,#CURRENT#,HIDE,Rotation_epsP,#CURRENT#,HIDE,Rotation_epsN,#CURRENT#,HIDE,Initial_rotation_eps0,#CURRENT#)
DEPENDENCIES: (Moment-Rotation,HIDE,Material_type,#CURRENT#,HIDE,Concrete_class,#CURRENT#,HIDE,Strength_type,#CURRENT#,HIDE,Steel_grade,#CURRENT#,HIDE,Elastic_modulus_E,#CURRENT#,HIDE,Stiffness_K,#CURRENT#,HIDE,Deformation_epsN,#CURRENT#,HIDE,Deformation_epsP,#CURRENT#,HIDE,Strain_epsN,#CURRENT#,HIDE,Strain_epsP,#CURRENT#,HIDE,Initial_strain_eps0,#CURRENT#,HIDE,Initial_deformation_eps0,#CURRENT#,RESTORE,Moment_per_rotation_unit,#CURRENT#,RESTORE,Rotation_epsP,#CURRENT#,RESTORE,Rotation_epsN,#CURRENT#,RESTORE,Initial_rotation_eps0,#CURRENT#)
QUESTION: Material_type#CB#(Concrete,Steel,Custom)
VALUE: Custom
TKWIDGET: OtherUniaxMaterials::GenerateValues
DEPENDENCIES: (Concrete,RESTORE,Concrete_class,#CURRENT#,HIDE,Steel_grade,#CURRENT#,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (Steel,HIDE,Concrete_class,#CURRENT#,RESTORE,Steel_grade,#CURRENT#,HIDE,Strength_type,#CURRENT#)
DEPENDENCIES: (Custom,HIDE,Concrete_class,#CURRENT#,HIDE,Steel_grade,#CURRENT#,HIDE,Strength_type,#CURRENT#)
QUESTION: Concrete_class#CB#(C12/15,C16/20,C20/25,C25/30,C30/37,C35/45,C40/50,C45/55,C50/60,C55/67,C60/75,C70/85,C80/95,C90/105)
VALUE: C20/25
QUESTION: Strength_type#CB#(Mean,Characteristic)
VALUE: Characteristic
QUESTION: Steel_grade#CB#(S235,S275,S355,S450,B500)
VALUE: B500
QUESTION: Elastic_modulus_E#UNITS#
VALUE: 20GPa
HELP: young modulus of elasticity E
QUESTION: Stiffness_K#UNITS#
VALUE: 4000 kN/m
QUESTION: Moment_per_rotation_unit#UNITS#
VALUE: 10000 kNm
QUESTION: Strain_epsP
VALUE: 1.10e-004
HELP: strain or deformation at which material reaches plastic state in tension
QUESTION: Strain_epsN
VALUE: -2.0e-3
HELP: strain or deformation at which material reaches plastic state in compression
QUESTION: Deformation_epsP#UNITS#
VALUE: 1m
QUESTION: Deformation_epsN#UNITS#
VALUE: -1m
QUESTION: Rotation_epsP#UNITS#
VALUE: 0.5 rad
QUESTION: Rotation_epsN#UNITS#
VALUE: -0.5 rad
QUESTION: Initial_strain_eps0
VALUE: 0.0
QUESTION: Initial_deformation_eps0#UNITS#
VALUE: 0.0m
QUESTION: Initial_rotation_eps0#UNITS#
VALUE: 0.0 rad
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Elastic_Perfectly_Plastic_with_Gap
COMMENT: \n\tUpdate material window to assign selected Class/Type.\n\tSelect 'Custom' to enter user values.\n\tSelect Force-Deformation/Moment-Rotation formulation\n\tin order to use this material for zeroLength elements.\n
QUESTION: Material:#CB#(ElasticPerfectlyPlasticwithGap)
VALUE: ElasticPerfectlyPlasticwithGap
HELP: elastic perfectly-plastic gap uniaxial material object
IMAGE: img/Materials/ElasticPPGap.png
TKWIDGET: TK_UpdateInfoBar
QUESTION: Formulation#CB#(Stress-Strain,Force-Deformation,Moment-Rotation)
VALUE: Stress-Strain
DEPENDENCIES: (Stress-Strain,RESTORE,Elastic_modulus_E,#CURRENT#,RESTORE,Yield_Stress_Fy,#CURRENT#,RESTORE,Material_type,#CURRENT#,RESTORE,Strain_gap,#CURRENT#,HIDE,Deformation_gap,#CURRENT#,HIDE,Stiffness_K,#CURRENT#,HIDE,Force_Fy,#CURRENT#,HIDE,Moment_per_rotation_unit,#CURRENT#,HIDE,Moment_My,#CURRENT#,HIDE,Rotation_gap,#CURRENT#)
DEPENDENCIES: (Force-Deformation,HIDE,Elastic_modulus_E,#CURRENT#,HIDE,Concrete_class,#CURRENT#,HIDE,Strength_type,#CURRENT#,HIDE,Steel_grade,#CURRENT#,HIDE,Strain_gap,#CURRENT#,HIDE,Yield_Stress_Fy,#CURRENT#,HIDE,Material_type,#CURRENT#,RESTORE,Stiffness_K,#CURRENT#,RESTORE,Force_Fy,#CURRENT#,RESTORE,Deformation_gap,#CURRENT#,HIDE,Moment_per_rotation_unit,#CURRENT#,HIDE,Moment_My,#CURRENT#,HIDE,Rotation_gap,#CURRENT#)
DEPENDENCIES: (Moment-Rotation,HIDE,Elastic_modulus_E,#CURRENT#,HIDE,Concrete_class,#CURRENT#,HIDE,Strength_type,#CURRENT#,HIDE,Steel_grade,#CURRENT#,HIDE,Strain_gap,#CURRENT#,HIDE,Yield_Stress_Fy,#CURRENT#,HIDE,Material_type,#CURRENT#,HIDE,Stiffness_K,#CURRENT#,HIDE,Force_Fy,#CURRENT#,HIDE,Deformation_gap,#CURRENT#,RESTORE,Moment_per_rotation_unit,#CURRENT#,RESTORE,Moment_My,#CURRENT#,RESTORE,Rotation_gap,#CURRENT#)
QUESTION: Material_type#CB#(Concrete,Steel,Custom)
VALUE: Custom
TKWIDGET: OtherUniaxMaterials::GenerateValues
DEPENDENCIES: (Concrete,RESTORE,Concrete_class,#CURRENT#,HIDE,Steel_grade,#CURRENT#,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (Steel,HIDE,Concrete_class,#CURRENT#,RESTORE,Steel_grade,#CURRENT#,RESTORE,Yield_Stress_Fy,#CURRENT#,HIDE,Strength_type,#CURRENT#)
DEPENDENCIES: (Custom,HIDE,Concrete_class,#CURRENT#,HIDE,Steel_grade,#CURRENT#,RESTORE,Yield_Stress_Fy,#CURRENT#,HIDE,Strength_type,#CURRENT#)
QUESTION: Concrete_class#CB#(C12/15,C16/20,C20/25,C25/30,C30/37,C35/45,C40/50,C45/55,C50/60,C55/67,C60/75,C70/85,C80/95,C90/105)
VALUE: C20/25
QUESTION: Strength_type#CB#(Mean,Characteristic)
VALUE: Characteristic
QUESTION: Steel_grade#CB#(S235,S275,S355,S450,B500)
VALUE: B500
QUESTION: Elastic_modulus_E#UNITS#
VALUE: 20GPa
HELP: young modulus of elasticity E
QUESTION: Stiffness_K#UNITS#
VALUE: 4000 kN/m
QUESTION: Moment_per_rotation_unit#UNITS#
VALUE: 10000 kNm
QUESTION: Yield_Stress_Fy#UNITS#
VALUE: -20MPa
QUESTION: Force_Fy#UNITS#
VALUE: 1000 kN
HELP: Yield stress at which material reaches the plastic plate. Negative value for compression.
QUESTION: Moment_My#UNITS#
VALUE: 150 kNm
QUESTION: Strain_gap
VALUE: 0.0#WIDTH#(10)
QUESTION: Deformation_gap#UNITS#
VALUE: 0.0m
QUESTION: Rotation_gap#UNITS#
VALUE: 0.0 rad
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Viscous
COMMENT: \n\tThis material can only be assigned to truss and zeroLength elements.\n\tIt can not be combined with in parallel/series with other materials.\n\n\t\tstress = C*(strain-rate)^alpha\n
QUESTION: Material:#CB#(Viscous)
VALUE: Viscous
TKWIDGET: TK_UpdateInfoBar
QUESTION: Damping_coefficient_C#UNITS#
VALUE: 0.0 kNsec/m
QUESTION: Power_factor_alpha
VALUE: 1#WIDTH#(15)
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Viscous_Damper
COMMENT: \n
QUESTION: Material:#CB#(ViscousDamper)
VALUE: ViscousDamper
TKWIDGET: TK_UpdateInfoBar
QUESTION: Elastic_Stiffness#UNITS#
VALUE: 300000 kN/m
QUESTION: Damping_coefficient_Cd#UNITS#
VALUE: 280000 kNsec/m
QUESTION: Velocity_exponent_alpha
VALUE: 0.30#WIDTH#(15)
QUESTION: Activate_gap_length#CB#(1,0)
VALUE: 0
DEPENDENCIES: (0,HIDE,Gap_length,#CURRENT#) (1,RESTORE,Gap_length,#CURRENT#)
QUESTION: Gap_length#UNITS#
VALUE: 0.05 m
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Hyperbolic_Gap
COMMENT: \n\tThis material is implemented as a compression-only gap material.\n\t Failure ratio and gap should be input as negative values.\n
QUESTION: Material:#CB#(_)
VALUE: HyperbolicGap
QUESTION: Initial_stiffness#UNITS#
VALUE: 20300 kN/m
QUESTION: Unloading/Reloading_stiffness#UNITS#
VALUE: 20300 kN/m
QUESTION: Failure_ratio
VALUE: 0.7#WIDTH#(12)
QUESTION: Ultimate_passive_resistance#UNITS#
VALUE: -326 kN
QUESTION: Initial_gap#UNITS#
VALUE: -2.54 cm
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: PySimple1
COMMENT: \n
QUESTION: Material:#CB#(_)
VALUE: PySimple1
QUESTION: p-y_backbone_curve#CB#(Soft_clay,Sand)
VALUE: Soft clay
HELP: Soft clay corresponds to Matlock (1970) relation. Sand corresponds to API (1993) relation
QUESTION: Ultimate_capacity_pult#UNITS#
VALUE: 4000 kN
QUESTION: Displacement_at_which_the_50%_of_pult_is_mobilized_in_monotonic_loading#UNITS#
VALUE: 0.02 m
HELP: Displacement at which the 50% of pult is mobilized in monotonic loading
QUESTION: Coefficient_Cd
VALUE: 0.0
HELP: Sets the drag resistance within a fully-mobilized gap as Cd*pult
QUESTION: Viscous_damping_coefficient#UNITS#
VALUE: 0.0 kNsec/m
HELP: Nonzero values are used to represent radiation damping effects
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: TzSimple1
COMMENT: \n
QUESTION: Material:#CB#(_)
VALUE: TzSimple1
QUESTION: t-z_backbone_curve#CB#(Reese_and_O'Neill_relation,Mosher_relation)
VALUE: Reese_and_O'Neill_relation
QUESTION: Ultimate_capacity_tult#UNITS#
VALUE: 4000 kN
QUESTION: Displacement_at_which_the_50%_of_tult_is_mobilized_in_monotonic_loading#UNITS#
VALUE: 0.02 m
HELP: Displacement at which the 50% of tult is mobilized in monotonic loading
QUESTION: Viscous_damping_coefficient#UNITS#
VALUE: 0.0 kNsec/m
HELP: Nonzero values are used to represent radiation damping effects
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: QzSimple1
COMMENT: \n
QUESTION: Material:#CB#(_)
VALUE: QzSimple1
QUESTION: q-z_backbone_curve#CB#(Reese_and_O'Neill_relation,Vijayvergiya_relation)
VALUE: Reese_and_O'Neill_relation
HELP: Reese and O'Neil relation is for drilled shafts in clay. Vijayvergiya relation is for piles in sand.
QUESTION: Ultimate_capacity_qult#UNITS#
VALUE: 4000 kN
QUESTION: Displacement_at_which_the_50%_of_qult_is_mobilized_in_monotonic_loading#UNITS#
VALUE: 0.02 m
HELP: Displacement at which the 50% of qult is mobilized in monotonic loading
QUESTION: Suction
VALUE: 0.0
HELP: Uplift resistance is equal to suction*qult. Valid values: between 0.0 - 0.1
QUESTION: Viscous_damping_coefficient#UNITS#
VALUE: 0.0 kNsec/m
HELP: Nonzero values are used to represent radiation damping effects
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: BondSP01
COMMENT: \n\tSelect Force-Slip formulation\n\tin order to use this material for zeroLength elements.\n
QUESTION: Material:#CB#(_)
VALUE: BondSP01
IMAGE: img/Materials/BondSP01.png
QUESTION: Formulation#CB#(Stress-Slip,Force-Slip)
VALUE: Force-slip
DEPENDENCIES: (Stress-Slip,RESTORE,Yield_stress_Fy,#CURRENT#,RESTORE,Ultimate_stress_Fu,#CURRENT#,HIDE,Yield_force_Fy,#CURRENT#,HIDE,Ultimate_Force_Fu,#CURRENT#)
DEPENDENCIES: (Force-Slip,RESTORE,Yield_force_Fy,#CURRENT#,RESTORE,Ultimate_Force_Fu,#CURRENT#,HIDE,Yield_stress_Fy,#CURRENT#,HIDE,Ultimate_stress_Fu,#CURRENT#)
QUESTION: Yield_stress_Fy#UNITS#
VALUE: 500 MPa
QUESTION: Yield_force_Fy#UNITS#
VALUE: 157 kN
QUESTION: Rebar_slip_at_Fy#UNITS#
VALUE: 1 mm
QUESTION: Ultimate_stress_Fu#UNITS#
VALUE: 675 MPa
QUESTION: Ultimate_Force_Fu#UNITS#
VALUE: 212 kN
QUESTION: Rebar_slip_at_the_loaded_end_at_the_bar_fracture_strength#UNITS#
VALUE: 2 mm
QUESTION: Initial_hardening
VALUE: 0.4
QUESTION: Pinching_factor_for_the_cyclic_slip_vs_bar_response
VALUE: 0.5
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
BOOK: Uniaxial_Steel_Materials
MATERIAL: Steel01Thermal
COMMENT: \n\tUpdate material window to assign selected Grade.\n\tSelect 'Custom' to enter user values.\n\tSelect Force-Deformation/Moment-Rotation formulation\n\tin order to use this material for zeroLength elements.\n
QUESTION: Material:#CB#(Steel01)
VALUE: Steel01
HELP: Uniaxial bilinear steel material object with kinematic hardening and optional isotropic hardening described by a non-linear evolution equation.
IMAGE: img/Materials/Steel01.png
TKWIDGET: TK_UpdateInfoBar
QUESTION: Formulation#CB#(Stress-Strain,Force-Deformation,Moment-Rotation)
VALUE: Stress-Strain
DEPENDENCIES: (Stress-Strain,RESTORE,Steel_grade,#CURRENT#,RESTORE,Yield_Stress_Fy,#CURRENT#,RESTORE,Initial_elastic_tangent_E0,#CURRENT#,HIDE,Force_Fy,#CURRENT#,HIDE,Initial_stiffness_K,#CURRENT#,HIDE,Moment_My,#CURRENT#,HIDE,Moment_per_rotation_unit,#CURRENT#)
DEPENDENCIES: (Force-Deformation,HIDE,Steel_grade,#CURRENT#,HIDE,Yield_Stress_Fy,#CURRENT#,HIDE,Initial_elastic_tangent_E0,#CURRENT#,RESTORE,Force_Fy,#CURRENT#,RESTORE,Initial_stiffness_K,#CURRENT#,HIDE,Moment_My,#CURRENT#,HIDE,Moment_per_rotation_unit,#CURRENT#)
DEPENDENCIES: (Moment-Rotation,HIDE,Steel_grade,#CURRENT#,HIDE,Yield_Stress_Fy,#CURRENT#,HIDE,Initial_elastic_tangent_E0,#CURRENT#,HIDE,Force_Fy,#CURRENT#,HIDE,Initial_stiffness_K,#CURRENT#,RESTORE,Moment_My,#CURRENT#,RESTORE,Moment_per_rotation_unit,#CURRENT#)
QUESTION: Steel_grade#CB#(S235,S275,S355,S450,B500C,Custom)
VALUE: Custom
TKWIDGET: SteelUniaxMaterial::GenerateValues
QUESTION: Yield_Stress_Fy#UNITS#
VALUE: 500 MPa
QUESTION: Force_Fy#UNITS#
VALUE: 500 kN
QUESTION: Moment_My#UNITS#
VALUE: 250 kNm
QUESTION: Initial_elastic_tangent_E0#UNITS#
VALUE: 200 GPa
QUESTION: Initial_stiffness_K#UNITS#
VALUE: 5000 kN/m
QUESTION: Moment_per_rotation_unit#UNITS#
VALUE: 10000 kNm
QUESTION: Strain-hardening_ratio_b
VALUE: 0.15#WIDTH#(10)
HELP: Ratio between post-yield tangent and initial elastic tangent.
QUESTION: Isotropic_hardening_parameters:#CB#(_)
VALUE:
QUESTION: Isotropic_hardening_parameter_a1
VALUE: 0#WIDTH#(10)
QUESTION: Isotropic_hardening_parameter_a2
VALUE: 1#WIDTH#(10)
QUESTION: Isotropic_hardening_parameter_a3
VALUE: 0#WIDTH#(10)
QUESTION: Isotropic_hardening_parameter_a4
VALUE: 1#WIDTH#(10)
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: SteelECThermal
COMMENT: \n\tEurocode thermmomechanical properties.\n
QUESTION: Material:#CB#(Steel01)
VALUE: Steel01
TKWIDGET: TK_UpdateInfoBar
QUESTION: Formulation#CB#(ECSteel)
VALUE: ECSteel
STATE: HIDDEN
QUESTION: Type#CB#(EC2NH,EC2NC,EC3)
VALUE: EC2NH
HELP: EC2NH:Hot rolled EC2 reinforcing steel.\nCold formed EC2 reinforcing steel.\nEC3 reinforcing steel.
QUESTION: Yield_Stress_Fy#UNITS#
VALUE: 500 MPa
QUESTION: Initial_elastic_tangent_E0#UNITS#
VALUE: 200 GPa
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Steel02
COMMENT: \n\tUpdate material window to assign selected Grade.\n\tSelect 'Custom' to enter user values.\n\tSelect Force-Deformation/Moment-Rotation formulation\n\tin order to use this material for zeroLength elements.\n
QUESTION: Material:#CB#(Steel02)
VALUE: Steel02
HELP: uniaxial Giuffre-Menegotto-Pinto steel material object with isotropic strain hardening
TKWIDGET: TK_UpdateInfoBar
QUESTION: Formulation#CB#(Stress-Strain,Force-Deformation,Moment-Rotation)
VALUE: Stress-Strain
DEPENDENCIES: (Stress-Strain,RESTORE,Steel_grade,#CURRENT#,RESTORE,Yield_Stress_Fy,#CURRENT#,RESTORE,Initial_elastic_tangent_E0,#CURRENT#,HIDE,Force_Fy,#CURRENT#,HIDE,Initial_stiffness_K,#CURRENT#,HIDE,Moment_My,#CURRENT#,HIDE,Moment_per_rotation_unit,#CURRENT#,RESTORE,Initial_stress,#CURRENT#,HIDE,Initial_force,#CURRENT#,HIDE,Initial_moment,#CURRENT#)
DEPENDENCIES: (Force-Deformation,HIDE,Steel_grade,#CURRENT#,HIDE,Yield_Stress_Fy,#CURRENT#,HIDE,Initial_elastic_tangent_E0,#CURRENT#,RESTORE,Force_Fy,#CURRENT#,RESTORE,Initial_stiffness_K,#CURRENT#,HIDE,Moment_My,#CURRENT#,HIDE,Moment_per_rotation_unit,#CURRENT#,HIDE,Initial_stress,#CURRENT#,RESTORE,Initial_force,#CURRENT#,HIDE,Initial_moment,#CURRENT#)
DEPENDENCIES: (Moment-Rotation,HIDE,Steel_grade,#CURRENT#,HIDE,Yield_Stress_Fy,#CURRENT#,HIDE,Initial_elastic_tangent_E0,#CURRENT#,HIDE,Force_Fy,#CURRENT#,HIDE,Initial_stiffness_K,#CURRENT#,RESTORE,Moment_My,#CURRENT#,RESTORE,Moment_per_rotation_unit,#CURRENT#,HIDE,Initial_stress,#CURRENT#,HIDE,Initial_force,#CURRENT#,RESTORE,Initial_moment,#CURRENT#)
QUESTION: Steel_grade#CB#(S235,S275,S355,S450,B500C,Custom)
VALUE: Custom
TKWIDGET: SteelUniaxMaterial::GenerateValues
QUESTION: Yield_Stress_Fy#UNITS#
VALUE: 500 MPa
QUESTION: Force_Fy#UNITS#
VALUE: 500 kN
QUESTION: Moment_My#UNITS#
VALUE: 250 kNm
QUESTION: Initial_elastic_tangent_E0#UNITS#
VALUE: 200 GPa
QUESTION: Initial_stiffness_K#UNITS#
VALUE: 5000 kN/m
QUESTION: Moment_per_rotation_unit#UNITS#
VALUE: 10000 kNm
QUESTION: Strain-hardening_ratio_b
VALUE: 0.15#WIDTH#(10)
HELP: Ratio between post-yield tangent and initial elastic tangent.
QUESTION: Parameters_to_control_the_transition#CB#(_)
VALUE: from elastic to plastic branches:
QUESTION: Parameter_R0
VALUE: 20#WIDTH#(10)
QUESTION: Parameter_cR1
VALUE: 0.925#WIDTH#(10)
QUESTION: Parameter_cR2
VALUE: 0.15#WIDTH#(10)
QUESTION: Isotropic_hardening_parameters:#CB#(_)
VALUE:
QUESTION: Isotropic_hardening_parameter_a1
VALUE: 0#WIDTH#(10)
QUESTION: Isotropic_hardening_parameter_a2
VALUE: 1#WIDTH#(10)
QUESTION: Isotropic_hardening_parameter_a3
VALUE: 0#WIDTH#(10)
QUESTION: Isotropic_hardening_parameter_a4
VALUE: 1#WIDTH#(10)
QUESTION: Initial_stress#UNITS#
VALUE: 0.0 MPa
QUESTION: Initial_force#UNITS#
VALUE: 0.0 kN
QUESTION: Initial_moment#UNITS#
VALUE: 0.0 kNm
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Reinforcing_steel
COMMENT: \n\tUpdate material window to assign selected Grade.\n\tSelect 'Custom' to enter user values.\n
QUESTION: Material:#CB#(_)
VALUE: ReinforcingSteel
IMAGE: img/Materials/ReinfSteel.png
TKWIDGET: TK_UpdateInfoBar
QUESTION: Steel_grade#CB#(B500C,Custom)
VALUE: Custom
TKWIDGET: SteelUniaxMaterial::GenerateValues
QUESTION: Yield_stress_fy#UNITS#
VALUE: 500 MPa
QUESTION: Ultimate_stress_fsu#UNITS#
VALUE: 575 MPa
QUESTION: Initial_elastic_tangent_Es#UNITS#
VALUE: 200 GPa
QUESTION: Tangent_at_initial_strain_hardening_Esh#UNITS#
VALUE: 20 GPa
QUESTION: Strain_corresponding_to_initial_strain_hardening_esh
VALUE: 5e-3#WIDTH#(15)
QUESTION: Strain_at_peak_stress_esu
VALUE: 7.5e-2#WIDTH#(15)
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Hysteretic
COMMENT: \n\tUse Force-Deformation/Moment-Rotation formulation\n\tin order to use this material for zeroLength elemens.\n
QUESTION: Material:#CB#(_)
VALUE: Hysteretic
IMAGE: img/Materials/Hysteretic.png
QUESTION: Formulation#CB#(Stress-Strain,Force-Deformation,Moment-Rotation)
VALUE: Stress-Strain
DEPENDENCIES: (Stress-Strain,RESTORE,Stress_s1p,#CURRENT#,RESTORE,Stress_s2p,#CURRENT#,RESTORE,Stress_s3p,#CURRENT#,RESTORE,Stress_s1n,#CURRENT#,RESTORE,Stress_s2n,#CURRENT#,RESTORE,Stress_s3n,#CURRENT#,RESTORE,Strain_e1p,#CURRENT#,RESTORE,Strain_e2p,#CURRENT#,RESTORE,Strain_e3p,#CURRENT#,RESTORE,Strain_e1n,#CURRENT#,RESTORE,Strain_e2n,#CURRENT#,RESTORE,Strain_e3n,#CURRENT#,HIDE,Force_s1p,#CURRENT#,HIDE,Force_s2p,#CURRENT#,HIDE,Force_s3p,#CURRENT#,HIDE,Force_s1n,#CURRENT#,HIDE,Force_s2n,#CURRENT#,HIDE,Force_s3n,#CURRENT#,HIDE,Displacement_e1p,#CURRENT#,HIDE,Displacement_e2p,#CURRENT#,HIDE,Displacement_e3p,#CURRENT#,HIDE,Displacement_e1n,#CURRENT#,HIDE,Displacement_e2n,#CURRENT#,HIDE,Displacement_e3n,#CURRENT#,HIDE,Moment_s1p,#CURRENT#,HIDE,Moment_s2p,#CURRENT#,HIDE,Moment_s3p,#CURRENT#,HIDE,Moment_s1n,#CURRENT#,HIDE,Moment_s2n,#CURRENT#,HIDE,Moment_s3n,#CURRENT#,HIDE,Rotation_e1p,#CURRENT#,HIDE,Rotation_e2p,#CURRENT#,HIDE,Rotation_e3p,#CURRENT#,HIDE,Rotation_e1n,#CURRENT#,HIDE,Rotation_e2n,#CURRENT#,HIDE,Rotation_e3n,#CURRENT#)
DEPENDENCIES: (Force-Deformation,RESTORE,Force_s1p,#CURRENT#,RESTORE,Force_s2p,#CURRENT#,RESTORE,Force_s3p,#CURRENT#,RESTORE,Force_s1n,#CURRENT#,RESTORE,Force_s2n,#CURRENT#,RESTORE,Force_s3n,#CURRENT#,RESTORE,Displacement_e1p,#CURRENT#,RESTORE,Displacement_e2p,#CURRENT#,RESTORE,Displacement_e3p,#CURRENT#,RESTORE,Displacement_e1n,#CURRENT#,RESTORE,Displacement_e2n,#CURRENT#,RESTORE,Displacement_e3n,#CURRENT#,HIDE,Stress_s1p,#CURRENT#,HIDE,Stress_s2p,#CURRENT#,HIDE,Stress_s3p,#CURRENT#,HIDE,Stress_s1n,#CURRENT#,HIDE,Stress_s2n,#CURRENT#,HIDE,Stress_s3n,#CURRENT#,HIDE,Strain_e1p,#CURRENT#,HIDE,Strain_e2p,#CURRENT#,HIDE,Strain_e3p,#CURRENT#,HIDE,Strain_e1n,#CURRENT#,HIDE,Strain_e2n,#CURRENT#,HIDE,Strain_e3n,#CURRENT#,HIDE,Moment_s1p,#CURRENT#,HIDE,Moment_s2p,#CURRENT#,HIDE,Moment_s3p,#CURRENT#,HIDE,Moment_s1n,#CURRENT#,HIDE,Moment_s2n,#CURRENT#,HIDE,Moment_s3n,#CURRENT#,HIDE,Rotation_e1p,#CURRENT#,HIDE,Rotation_e2p,#CURRENT#,HIDE,Rotation_e3p,#CURRENT#,HIDE,Rotation_e1n,#CURRENT#,HIDE,Rotation_e2n,#CURRENT#,HIDE,Rotation_e3n,#CURRENT#)
DEPENDENCIES: (Moment-Rotation,RESTORE,Moment_s1p,#CURRENT#,RESTORE,Moment_s2p,#CURRENT#,RESTORE,Moment_s3p,#CURRENT#,RESTORE,Moment_s1n,#CURRENT#,RESTORE,Moment_s2n,#CURRENT#,RESTORE,Moment_s3n,#CURRENT#,RESTORE,Rotation_e1p,#CURRENT#,RESTORE,Rotation_e2p,#CURRENT#,RESTORE,Rotation_e3p,#CURRENT#,RESTORE,Rotation_e1n,#CURRENT#,RESTORE,Rotation_e2n,#CURRENT#,RESTORE,Rotation_e3n,#CURRENT#,HIDE,Stress_s1p,#CURRENT#,HIDE,Stress_s2p,#CURRENT#,HIDE,Stress_s3p,#CURRENT#,HIDE,Stress_s1n,#CURRENT#,HIDE,Stress_s2n,#CURRENT#,HIDE,Stress_s3n,#CURRENT#,HIDE,Strain_e1p,#CURRENT#,HIDE,Strain_e2p,#CURRENT#,HIDE,Strain_e3p,#CURRENT#,HIDE,Strain_e1n,#CURRENT#,HIDE,Strain_e2n,#CURRENT#,HIDE,Strain_e3n,#CURRENT#,HIDE,Force_s1p,#CURRENT#,HIDE,Force_s2p,#CURRENT#,HIDE,Force_s3p,#CURRENT#,HIDE,Force_s1n,#CURRENT#,HIDE,Force_s2n,#CURRENT#,HIDE,Force_s3n,#CURRENT#,HIDE,Displacement_e1p,#CURRENT#,HIDE,Displacement_e2p,#CURRENT#,HIDE,Displacement_e3p,#CURRENT#,HIDE,Displacement_e1n,#CURRENT#,HIDE,Displacement_e2n,#CURRENT#,HIDE,Displacement_e3n,#CURRENT#)
QUESTION: Stress_s1p#UNITS#
VALUE: 400MPa
QUESTION: Strain_e1p
VALUE: 2.0e-3#WIDTH#(15)
QUESTION: Force_s1p#UNITS#
VALUE: 0.0kN
QUESTION: Displacement_e1p#UNITS#
VALUE: 0.0m
QUESTION: Moment_s1p#UNITS#
VALUE: 0.0kNm
QUESTION: Rotation_e1p#UNITS#
VALUE: 0.0 rad
QUESTION: Stress_s2p#UNITS#
VALUE: 500MPa
QUESTION: Strain_e2p
VALUE: 2.5e-3#WIDTH#(15)
QUESTION: Force_s2p#UNITS#
VALUE: 0.0kN
QUESTION: Displacement_e2p#UNITS#
VALUE: 0.0m
QUESTION: Moment_s2p#UNITS#
VALUE: 0.0kNm
QUESTION: Rotation_e2p#UNITS#
VALUE: 0.0 rad
QUESTION: Stress_s3p#UNITS#
VALUE: 575MPa
QUESTION: Strain_e3p
VALUE: 7.5e-2#WIDTH#(15)
QUESTION: Force_s3p#UNITS#
VALUE: 0.0kN
QUESTION: Displacement_e3p#UNITS#
VALUE: 0.0m
QUESTION: Moment_s3p#UNITS#
VALUE: 0.0kNm
QUESTION: Rotation_e3p#UNITS#
VALUE: 0.0 rad
QUESTION: Stress_s1n#UNITS#
VALUE: -400MPa
QUESTION: Strain_e1n
VALUE: -2.0e-3#WIDTH#(15)
QUESTION: Force_s1n#UNITS#
VALUE: 0.0kN
QUESTION: Displacement_e1n#UNITS#
VALUE: 0.0m
QUESTION: Moment_s1n#UNITS#
VALUE: 0.0kNm
QUESTION: Rotation_e1n#UNITS#
VALUE: 0.0 rad
QUESTION: Stress_s2n#UNITS#
VALUE: -500MPa
QUESTION: Strain_e2n
VALUE: -2.5e-3#WIDTH#(15)
QUESTION: Force_s2n#UNITS#
VALUE: 0.0kN
QUESTION: Displacement_e2n#UNITS#
VALUE: 0.0m
QUESTION: Moment_s2n#UNITS#
VALUE: 0.0kNm
QUESTION: Rotation_e2n#UNITS#
VALUE: 0.0 rad
QUESTION: Stress_s3n#UNITS#
VALUE: -575MPa
QUESTION: Strain_e3n
VALUE: -7.5e-2#WIDTH#(15)
QUESTION: Force_s3n#UNITS#
VALUE: 0.0kN
QUESTION: Displacement_e3n#UNITS#
VALUE: 0.0m
QUESTION: Moment_s3n#UNITS#
VALUE: 0.0kNm
QUESTION: Rotation_e3n#UNITS#
VALUE: 0.0 rad
QUESTION: Pinching_factor_for_strain-deformation
VALUE: 1#WIDTH#(15)
QUESTION: Pinching_factor_for_stress-force
VALUE: 1#WIDTH#(15)
QUESTION: Damage_due_to_ductility
VALUE: 0.0#WIDTH#(15)
QUESTION: Damage_due_to_energy
VALUE: 0.2#WIDTH#(15)
QUESTION: Beta_power
VALUE: 0.0#WIDTH#(15)
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Ramberg-Osgood steel
COMMENT: \n\tUpdate material window to assign selected Grade.\n\tSelect 'Custom' to enter user values.\n
QUESTION: Material:#CB#(_)
VALUE: RambergOsgoodSteel
IMAGE: img/Materials/RambergOsgoodSteel.png
TKWIDGET: TK_UpdateInfoBar
QUESTION: Steel_grade#CB#(B500C,Custom)
VALUE: Custom
TKWIDGET: SteelUniaxMaterial::GenerateValues
QUESTION: Yield_stress_fy#UNITS#
VALUE: 500 MPa
QUESTION: Initial_elastic_tangent_E0#UNITS#
VALUE: 200 GPa
QUESTION: Yield_offset
VALUE: 0.002#WIDTH#(10)
QUESTION: Parameter_n_to_control_transition_from_elastic_to_plastic_branches
VALUE: 5#WIDTH#(10)
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
BOOK: Uniaxial_Concrete_Materials
MATERIAL: Concrete01_(Zero_tensile_strength)
COMMENT: \n\tUpdate material window to assign selected Class/Type.\n\tSelect 'Custom' to enter user values.\n
QUESTION: Material:#CB#(Concrete01)
VALUE: Concrete01
HELP: uniaxial Kent-Scott-Park concrete material object with degraded linear unloading/reloading stiffness according to the work of Karsan-Jirsa and no tensile strength
IMAGE: img/Materials/Concrete01.png
TKWIDGET: TK_UpdateInfoBar
QUESTION: Strength_class#CB#(C12/15,C16/20,C20/25,C25/30,C30/37,C35/45,C40/50,C45/55,C50/60,C55/67,C60/75,C70/85,C80/95,C90/105,Custom)
VALUE: Custom
TKWIDGET: ConcreteUniaxMaterial::GenerateValues
DEPENDENCIES: (C12/15,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C16/20,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C20/25,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C25/30,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C30/37,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C35/45,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C40/50,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C45/55,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C50/60,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C60/75,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C70/85,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C80/95,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C90/105,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (Custom,HIDE,Strength_type,#CURRENT#)
HELP: Choose concrete strength category, to take some standard values in the following fields.
QUESTION: Strength_type#CB#(Mean,Characteristic)
VALUE: Characteristic
QUESTION: Compressive_strength_fpc#UNITS#
VALUE: -20 MPa
QUESTION: Strain_at_maximum_strength_epsc0
VALUE: -2.0e-3#WIDTH#(15)
QUESTION: Crushing_strength_fpcu#UNITS#
VALUE: -17.0 MPa
QUESTION: Strain_at_crushing_strength_epscU
VALUE: -3.5e-3#WIDTH#(15)
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Concrete02_(Linear_tension_softening)
COMMENT: \n\tUpdate material window to assign selected Class/Type.\n\tSelect 'Custom' to enter user values.\n
QUESTION: Material:#CB#(Concrete02)
VALUE: Concrete02
IMAGE: img/Materials/Concrete02.png
TKWIDGET: TK_UpdateInfoBar
QUESTION: Strength_class#CB#(C12/15,C16/20,C20/25,C25/30,C30/37,C35/45,C40/50,C45/55,C50/60,C55/67,C60/75,C70/85,C80/95,C90/105,Custom)
VALUE: Custom
TKWIDGET: ConcreteUniaxMaterial::GenerateValues
DEPENDENCIES: (C12/15,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C16/20,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C20/25,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C25/30,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C30/37,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C35/45,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C40/50,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C45/55,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C50/60,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C60/75,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C70/85,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C80/95,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C90/105,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (Custom,HIDE,Strength_type,#CURRENT#)
HELP: Choose concrete strength category, to generate fast properties in the following fields.
QUESTION: Strength_type#CB#(Mean,Characteristic)
VALUE: Characteristic
QUESTION: Compressive_strength_fpc#UNITS#
VALUE: -20 MPa
QUESTION: Strain_at_maximum_strength_epsc0
VALUE: -2.0e-3#WIDTH#(15)
QUESTION: Crushing_strength_fpcu#UNITS#
VALUE: -17.0 MPa
QUESTION: Strain_at_crushing_strength_epscU
VALUE: -3.5e-3#WIDTH#(15)
QUESTION: Ratio_between_unloading_slope_at_epscU_and_initial_slope_lambda
VALUE: 0.5#WIDTH#(15)
QUESTION: Tensile_strength_ft#UNITS#
VALUE: 2.2 MPa
QUESTION: Tension_softening_stiffness_Ets#UNITS#
VALUE: 2 GPa
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Concrete04_(Popovics_concrete)
COMMENT: \n\tUpdate material window to assign selected Class/Type.\n\tSelect 'Custom' to enter user values.\n
QUESTION: Material:#CB#(Concrete04)
VALUE: Concrete04
IMAGE: img/Materials/Concrete04.png
TKWIDGET: TK_UpdateInfoBar
QUESTION: Strength_class#CB#(C12/15,C16/20,C20/25,C25/30,C30/37,C35/45,C40/50,C45/55,C50/60,C55/67,C60/75,C70/85,C80/95,C90/105,Custom)
VALUE: Custom
TKWIDGET: ConcreteUniaxMaterial::GenerateValues
DEPENDENCIES: (C12/15,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C16/20,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C20/25,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C25/30,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C30/37,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C35/45,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C40/50,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C45/55,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C50/60,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C60/75,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C70/85,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C80/95,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C90/105,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (Custom,HIDE,Strength_type,#CURRENT#)
HELP: Choose concrete strength category, to generate fast properties in the following fields.
QUESTION: Strength_type#CB#(Mean,Characteristic)
VALUE: Characteristic
QUESTION: Compressive_strength#UNITS#
VALUE: -20 MPa
QUESTION: Strain_at_maximum_strength
VALUE: -2.0e-3#WIDTH#(15)
QUESTION: Strain_at_crushing_strength
VALUE: -3.5e-3#WIDTH#(15)
QUESTION: Initial_stiffness#UNITS#
VALUE: 30 GPa
QUESTION: Maximum_tensile_strength#UNITS#
VALUE: 2.2 MPa
QUESTION: Ultimate_tensile_strain
VALUE: 1e-3#WIDTH#(15)
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Concrete06
COMMENT: \n\tUpdate material window to assign selected Class/Type.\n\tSelect 'Custom' to enter user values.\n
QUESTION: Material:#CB#(Concrete06)
VALUE: Concrete06
IMAGE: img/Materials/Concrete06C.png
TKWIDGET: TK_UpdateInfoBar
QUESTION: Strength_class#CB#(C12/15,C16/20,C20/25,C25/30,C30/37,C35/45,C40/50,C45/55,C50/60,C55/67,C60/75,C70/85,C80/95,C90/105,Custom)
VALUE: Custom
TKWIDGET: ConcreteUniaxMaterial::GenerateValues
DEPENDENCIES: (C12/15,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C16/20,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C20/25,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C25/30,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C30/37,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C35/45,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C40/50,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C45/55,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C50/60,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C60/75,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C70/85,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C80/95,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C90/105,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (Custom,HIDE,Strength_type,#CURRENT#)
HELP: Choose concrete strength category, to generate fast properties in the following fields.
QUESTION: Strength_type#CB#(Mean,Characteristic)
VALUE: Characteristic
QUESTION: Concrete_compressive_strength_fc#UNITS#
VALUE: -20 MPa
QUESTION: Strain_at_compressive_strength_e0
VALUE: -2.0e-3#WIDTH#(15)
QUESTION: Compressive_shape_factor_n
VALUE: 1#WIDTH#(15)
QUESTION: Post-peak_compressive_shape_factor_k
VALUE: 1#WIDTH#(15)
QUESTION: Parameter_a1_for_compressive_plastic_strain_definition
VALUE: -2.500e-003#WIDTH#(15)
QUESTION: Tensile_strength_fcr#UNITS#
VALUE: 2.2 MPa
QUESTION: Tensile_strain_at_peak_stress_ecr
VALUE: 1.100e-004#WIDTH#(15)
QUESTION: Exponent_of_the_tension_stiffering_curve_b
VALUE: 1#WIDTH#(15)
QUESTION: Parameter_a2_for_tensile_plastic_strain_definition
VALUE: 7.700e-004#WIDTH#(15)
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: ConcreteCM
COMMENT: \n\tUpdate material window to assign selected Class/Type.\n\tSelect 'Custom' to enter user values.\n
QUESTION: Material:#CB#(ConcreteCM)
VALUE: ConcreteCM
IMAGE: img/Materials/ConcreteCM.png
TKWIDGET: TK_UpdateInfoBar
QUESTION: Strength_class#CB#(C12/15,C16/20,C20/25,C25/30,C30/37,C35/45,C40/50,C45/55,C50/60,C55/67,C60/75,C70/85,C80/95,C90/105,Custom)
VALUE: Custom
TKWIDGET: ConcreteUniaxMaterial::GenerateValues
DEPENDENCIES: (C12/15,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C16/20,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C20/25,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C25/30,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C30/37,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C35/45,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C40/50,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C45/55,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C50/60,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C60/75,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C70/85,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C80/95,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C90/105,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (Custom,HIDE,Strength_type,#CURRENT#)
HELP: Choose concrete strength category, to generate fast properties in the following fields.
QUESTION: Strength_type#CB#(Mean,Characteristic)
VALUE: Characteristic
QUESTION: Concrete_compressive_strength_fpcc#UNITS#
VALUE: -20 MPa
QUESTION: Strain_at_compressive_strength_epcc
VALUE: -2.0e-3#WIDTH#(15)
QUESTION: Initial_tangent_modulus_Ec#UNITS#
VALUE: 30 GPa
QUESTION: Shape_parameter_rc_in_Tsai's_equation_for_compression
VALUE: 7#WIDTH#(15)
QUESTION: Critical_strain_on_compression_envelope
VALUE: 1.035#WIDTH#(15)
QUESTION: Tensile_strength_ft#UNITS#
VALUE: 2.2 MPa
QUESTION: Strain_at_tensile_strength_et
VALUE: 1.100e-004#WIDTH#(15)
QUESTION: Shape_parameter_rc_in_Tsai's_equation_for_tension
VALUE: 1.2#WIDTH#(15)
QUESTION: Critical_strain_on_tension_envelope
VALUE: 10000#WIDTH#(15)
QUESTION: Consider_gap_closure#CB#(1,0)
VALUE: 0
DEPENDENCIES: (1,RESTORE,Gap_parameter,#CURRENT#) (0,HIDE,Gap_parameter,#CURRENT#)
QUESTION: Gap_parameter
VALUE: 1
STATE: HIDDEN
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
BOOK: Combined_Materials
MATERIAL: Series
COMMENT: \n
QUESTION: Material:#CB#(Series)
VALUE: Series
IMAGE: img/Materials/SeriesMaterial.png
TKWIDGET: SeriesParallel::CheckFieldValues
QUESTION: Activate_1st_material#CB#(0,1)
VALUE: 1
IMAGE: img/Materials/SeriesMaterialExample.png
DEPENDENCIES: (0,SET,Material_1,#CURRENT#) (1,RESTORE,Material_1,#CURRENT#)
QUESTION: Material_1#MAT#(Standard_Uniaxial_Materials,Uniaxial_Concrete_Materials,Uniaxial_Steel_Materials)
VALUE: Elastic
QUESTION: Activate_2nd_material#CB#(0,1)
VALUE: 1
DEPENDENCIES: (0,SET,Material_2,#CURRENT#) (1,RESTORE,Material_2,#CURRENT#)
QUESTION: Material_2#MAT#(Standard_Uniaxial_Materials,Uniaxial_Concrete_Materials,Uniaxial_Steel_Materials)
VALUE: Elastic
QUESTION: Activate_3rd_material#CB#(0,1)
VALUE: 0
DEPENDENCIES: (0,SET,Material_3,#CURRENT#) (1,RESTORE,Material_3,#CURRENT#)
QUESTION: Material_3#MAT#(Standard_Uniaxial_Materials,Uniaxial_Concrete_Materials,Uniaxial_Steel_Materials)
VALUE: Elastic
QUESTION: Activate_4th_Material#CB#(0,1)
VALUE: 0
DEPENDENCIES: (0,SET,Material_4,#CURRENT#) (1,RESTORE,Material_4,#CURRENT#)
QUESTION: Material_4#MAT#(Standard_Uniaxial_Materials,Uniaxial_Concrete_Materials,Uniaxial_Steel_Materials)
VALUE: Elastic
QUESTION: Activate_5th_material#CB#(0,1)
VALUE: 0
DEPENDENCIES: (0,SET,Material_5,#CURRENT#) (1,RESTORE,Material_5,#CURRENT#)
QUESTION: Material_5#MAT#(Standard_Uniaxial_Materials,Uniaxial_Concrete_Materials,Uniaxial_Steel_Materials)
VALUE: Elastic
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Parallel
COMMENT: \n
QUESTION: Material:#CB#(Parallel)
VALUE: Parallel
IMAGE: img/Materials/ParallelMaterial.png
TKWIDGET: SeriesParallel::CheckFieldValues
QUESTION: Activate_1st_material#CB#(0,1)
VALUE: 1
IMAGE: img/Materials/ParallelMaterialExample.png
DEPENDENCIES: (0,SET,Material_1,#CURRENT#) (1,RESTORE,Material_1,#CURRENT#)
QUESTION: Material_1#MAT#(Standard_Uniaxial_Materials,Uniaxial_Concrete_Materials,Uniaxial_Steel_Materials)
VALUE: Elastic
QUESTION: Activate_2nd_material#CB#(0,1)
VALUE: 1
DEPENDENCIES: (0,SET,Material_2,#CURRENT#) (1,RESTORE,Material_2,#CURRENT#)
QUESTION: Material_2#MAT#(Standard_Uniaxial_Materials,Uniaxial_Concrete_Materials,Uniaxial_Steel_Materials)
VALUE: Elastic
QUESTION: Activate_3rd_material#CB#(0,1)
VALUE: 0
DEPENDENCIES: (0,SET,Material_3,#CURRENT#) (1,RESTORE,Material_3,#CURRENT#)
QUESTION: Material_3#MAT#(Standard_Uniaxial_Materials,Uniaxial_Concrete_Materials,Uniaxial_Steel_Materials)
VALUE: Elastic
QUESTION: Activate_4th_Material#CB#(0,1)
VALUE: 0
DEPENDENCIES: (0,SET,Material_4,#CURRENT#) (1,RESTORE,Material_4,#CURRENT#)
QUESTION: Material_4#MAT#(Standard_Uniaxial_Materials,Uniaxial_Concrete_Materials,Uniaxial_Steel_Materials)
VALUE: Elastic
QUESTION: Activate_5th_material#CB#(0,1)
VALUE: 0
DEPENDENCIES: (0,SET,Material_5,#CURRENT#) (1,RESTORE,Material_5,#CURRENT#)
QUESTION: Material_5#MAT#(Standard_Uniaxial_Materials,Uniaxial_Concrete_Materials,Uniaxial_Steel_Materials)
VALUE: Elastic
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Section_Aggregator
COMMENT:\n
TITLE: General
QUESTION: Section:#CB#(SectionAggregator)
VALUE: SectionAggregator
QUESTION: Compatible_materials:#CB#(_)
VALUE: All uniaxial materials except Viscous/ViscousDamper/HyperbolicGap
QUESTION: Compatible_sections:#CB#(_)
VALUE: Elastic/Fiber
TKWIDGET: TK_SectionWikiInfo
TITLE: Section_properties
QUESTION: Select_section#CB#(1,0)
VALUE: 1
IMAGE: Img/Materials/SectionAggregator.png
DEPENDENCIES: (1,RESTORE,Section_to_be_aggregated,#CURRENT#) (0,HIDE,Section_to_be_aggregated,#CURRENT#)
QUESTION: Section_to_be_aggregated#MAT#(Section_Force-Deformation)
VALUE: Fiber
TKWIDGET: SecAggregator::CheckFieldValues
QUESTION: Activate_P#CB#(1,0)
VALUE: 0
DEPENDENCIES: (1,RESTORE,Axial_force-deformation,#CURRENT#) (0,SET,Axial_force-deformation,#CURRENT#)
QUESTION: Axial_force-deformation#MAT#(Standard_Uniaxial_Materials,Uniaxial_Steel_Materials,Combined_Materials)
VALUE: Elastic
STATE: DISABLED
QUESTION: Activate_Mz#CB#(1,0)
VALUE: 0
DEPENDENCIES: (1,RESTORE,Moment-curvature_about_local_z-z,#CURRENT#) (0,SET,Moment-curvature_about_local_z-z,#CURRENT#)
QUESTION: Moment-curvature_about_local_z-z#MAT#(Standard_Uniaxial_Materials,Uniaxial_Steel_Materials,Combined_Materials)
VALUE: Elastic
STATE: DISABLED
QUESTION: Activate_Vy#CB#(1,0)
VALUE: 0
DEPENDENCIES: (1,RESTORE,Shear_force-deformation_along_local_y-y,#CURRENT#) (0,SET,Shear_force-deformation_along_local_y-y,#CURRENT#)
QUESTION: Shear_force-deformation_along_local_y-y#MAT#(Standard_Uniaxial_Materials,Uniaxial_Steel_Materials,Combined_Materials)
VALUE: Elastic
STATE: DISABLED
QUESTION: Activate_My#CB#(1,0)
VALUE: 0
DEPENDENCIES: (1,RESTORE,Moment-curvature_about_local_y-y,#CURRENT#) (0,SET,Moment-curvature_about_local_y-y,#CURRENT#)
QUESTION: Moment-curvature_about_local_y-y#MAT#(Standard_Uniaxial_Materials,Uniaxial_Steel_Materials,Combined_Materials)
VALUE: Elastic
STATE: DISABLED
QUESTION: Activate_Vz#CB#(1,0)
VALUE: 0
DEPENDENCIES: (1,RESTORE,Shear_force-deformation_along_local_z-z,#CURRENT#) (0,SET,Shear_force-deformation_along_local_z-z,#CURRENT#)
QUESTION: Shear_force-deformation_along_local_z-z#MAT#(Standard_Uniaxial_Materials,Uniaxial_Steel_Materials,Combined_Materials)
VALUE: Elastic
STATE: DISABLED
QUESTION: Activate_T#CB#(1,0)
VALUE: 0
DEPENDENCIES: (1,RESTORE,Torsion_force-deformation,#CURRENT#) (0,SET,Torsion_force-deformation,#CURRENT#)
QUESTION: Torsion_force-deformation#MAT#(Standard_Uniaxial_Materials,Uniaxial_Steel_Materials,Combined_Materials)
VALUE: Elastic
STATE: DISABLED
END MATERIAL
MATERIAL: Initial_Strain
COMMENT: \n
QUESTION: Material:#CB#(_)
VALUE: InitStrain
TKWIDGET: TK_UpdateInfoBar
QUESTION: Material_for_defining_initial_strain#MAT#(Uniaxial_Concrete_Materials,Uniaxial_Steel_Materials,Standard_Uniaxial_Materials)
VALUE: Elastic
TKWIDGET: InitStressStrain::CheckFieldValues
QUESTION: Initial_strain
VALUE: 0.0004#WIDTH#(15)
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Initial_Stress
COMMENT: \n
QUESTION: Material:#CB#(_)
VALUE: InitStress
TKWIDGET: TK_UpdateInfoBar
QUESTION: Material_for_defining_initial_stress#MAT#(Uniaxial_Concrete_Materials,Uniaxial_Steel_Materials,Standard_Uniaxial_Materials)
VALUE: Elastic
TKWIDGET: InitStressStrain::CheckFieldValues
QUESTION: Initial_stress#UNITS#
VALUE: -10 MPa
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: MinMax
COMMENT: \n\tThe behaviour for this material is provided by another material.\n\tIf the strain/deformation/rotation falls below or above min/max\n\tvalues the material is assumed to have failed.\n\tFrom that point on, zero values are returned for the tangent\n\tand stress/force/rotation.\n\t
QUESTION: Material:#CB#(_)
VALUE: MinMax
TKWIDGET: TK_UpdateInfoBar
QUESTION: Formulation#CB#(Stress-Strain,Force-Deformation,Moment-Rotation)
VALUE: Stress-Strain
DEPENDENCIES: (Stress-Strain,RESTORE,Minimum_strain,#CURRENT#,RESTORE,Maximum_strain,#CURRENT#,HIDE,Minimum_deformation,#CURRENT#,HIDE,Maximum_deformation,#CURRENT#,HIDE,Minimum_rotation,#CURRENT#,HIDE,Maximum_rotation,#CURRENT#,RESTORE,Material_for_defining_stress-strain_behaviour,#CURRENT#,HIDE,Material_for_defining_force-deformation_behaviour,#CURRENT#,HIDE,Material_for_defining_moment-rotation_behaviour,#CURRENT#)
DEPENDENCIES: (Force-Deformation,HIDE,Minimum_strain,#CURRENT#,HIDE,Maximum_strain,#CURRENT#,RESTORE,Minimum_deformation,#CURRENT#,RESTORE,Maximum_deformation,#CURRENT#,HIDE,Minimum_rotation,#CURRENT#,HIDE,Maximum_rotation,#CURRENT#,HIDE,Material_for_defining_stress-strain_behaviour,#CURRENT#,RESTORE,Material_for_defining_force-deformation_behaviour,#CURRENT#,HIDE,Material_for_defining_moment-rotation_behaviour,#CURRENT#)
DEPENDENCIES: (Moment-Rotation,HIDE,Minimum_strain,#CURRENT#,HIDE,Maximum_strain,#CURRENT#,HIDE,Minimum_deformation,#CURRENT#,HIDE,Maximum_deformation,#CURRENT#,RESTORE,Minimum_rotation,#CURRENT#,RESTORE,Maximum_rotation,#CURRENT#,HIDE,Material_for_defining_stress-strain_behaviour,#CURRENT#,HIDE,Material_for_defining_force-deformation_behaviour,#CURRENT#,RESTORE,Material_for_defining_moment-rotation_behaviour,#CURRENT#)
TKWIDGET: MinMax::CheckFieldValues
QUESTION: Material_for_defining_stress-strain_behaviour#MAT#(Uniaxial_Steel_Materials,Standard_Uniaxial_Materials,Uniaxial_Concrete_Materials)
VALUE: Steel01
QUESTION: Material_for_defining_force-deformation_behaviour#MAT#(Uniaxial_Steel_Materials,Standard_Uniaxial_Materials,Uniaxial_Concrete_Materials)
VALUE: Steel01
QUESTION: Material_for_defining_moment-rotation_behaviour#MAT#(Uniaxial_Steel_Materials,Standard_Uniaxial_Materials,Uniaxial_Concrete_Materials)
VALUE: Steel01
QUESTION: Minimum_strain
VALUE: -1.0e16
QUESTION: Maximum_strain
VALUE: 1.0e16
QUESTION: Minimum_deformation#UNITS#
VALUE: -1.0e16 m
QUESTION: Maximum_deformation#UNITS#
VALUE: 1.0e16 m
QUESTION: Minimum_rotation#UNITS#
VALUE: -1.0e16 rad
QUESTION: Maximum_rotation#UNITS#
VALUE: 1.0e16 rad
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
BOOK: User_Materials
MATERIAL: User_Material
COMMENT: \n
QUESTION: Material:#CB#(UserMaterial)
VALUE: UserMaterial
QUESTION: Section:#CB#(UserMaterial)
VALUE: UserMaterial
QUESTION: Width#UNITS#
VALUE: 0.1m
HELP: Used to calculate self weight
TKWIDGET: UserMaterial::Script
END MATERIAL
BOOK: Multidimensional_(nD)_Materials
MATERIAL: Elastic_Isotropic