This repository has been archived by the owner on May 15, 2024. It is now read-only.
generated from SAP/repository-template
-
Notifications
You must be signed in to change notification settings - Fork 5
/
Copy pathcmd_line_options.tex
1220 lines (1171 loc) · 54 KB
/
cmd_line_options.tex
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
% SPDX-FileCopyrightText: 2023 SAP SE
%
% SPDX-License-Identifier: Apache-2.0
%
% This file is part of FEDEM - https://openfedem.org
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%
% FEDEM User Guide.
%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\Chapter{Command line options}{appendix-command-line-options}
Each of the Fedem programs may be run manually from a console window or using
the \textbf{Run} option from the {\sf Start} menu in Windows.
To facilitate such batch-execution of the programs,
the complete list of command-line options for each solver module is
given in this appendix. Any of these options may also be specified in
the Additional Solver Options dialog box (see
\refSection{additional-solver-options}{Additional solver options}).
The command-line options may contain both upper case and lower case letters.
However, the interpretation of the options is case insensitive.
For options accepting a numerical (or text string) value, a '='
character may optionally be added between the option and its value.
Thus, all the following option specifications are equivalent:
{\tt
-myOption 1.0 \\[\parskip]
-myoption 1.0 \\[\parskip]
-MYOPTION 1.0 \\[\parskip]
-myOption=1.0}
If you mis-spell or specify a non-existing option, the option is ignored.
A warning for each unrecognized option is the printed to the console window,
or in the \protect\hyperlink{output-list}{\sl Output List}
if executed through the user interface.
Sections in this appendix address the following topics:
\begin{itemize}
\item
\protect\hyperlink{fedem-gui-options}
{Fedem GUI options}
\item
\protect\hyperlink{reducer-options}
{Reducer options (fedem\_reducer)}
\item
\protect\hyperlink{solver-options}
{Dynamics solver options (fedem\_solver)}
\item
\protect\hyperlink{stress-options}
{Stress recovery options (fedem\_stress)}
\item
\protect\hyperlink{mode-options}
{Mode shape recovery options (fedem\_modes)}
\item
\protect\hyperlink{gage-options}
{Strain rosette recovery options (fedem\_gage)}
\item
\protect\hyperlink{strain-coat-options}
{Strain coat recovery options (fedem\_fpp)}
\item
\protect\hyperlink{curve-export-options}
{Curve export options (fedem\_graphexp)}
\end{itemize}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\Section{Fedem GUI options}{fedem-gui-options}
\noindent
\begin{threeparttable}[b]
\footnotesize
\begin{tabular}{|>{\raggedright} p{0.23\linewidth}| p{0.48\linewidth}| p{0.18\linewidth}|}
\hline
\rowcolor[HTML]{EFEFEF}
\rule{0pt}{15pt}Cmd-line option & Description & Default \\
\hline\hline
{\tt-checkRDBinterval} & Time [ms] between each RDB check/update during solve & 500 \\
\hline
\texttt{-console} & Enable console window & \texttt{- (false)} \\
\hline
\texttt{-debug} & Run in debug mode & \texttt{- (false)} \\
\hline
\texttt{-events} & Simulation event definition file & \\
\hline
\texttt{-exportAnimations} & Auto-export toggled animations to VTF on batch solve & \texttt{- (false)} \\
\hline
\texttt{-exportCurves} & Auto-export curves on batch solve.\newline
Specifies folder to export curve files into. & \\
\hline
\texttt{-f\tnote{1}} & Model file to open & \texttt{untitled.fmm} \\
\hline
\texttt{-help} & Display this help and exit & \texttt{- (false)} \\
\hline
\texttt{-logFile} & Write all Output List contents to log-file.\newline
Log-file name: <modelFilePrefix>.log & \texttt{+ (true)} \\
\hline
\texttt{-noFEData} & Load model file without FE-Models and FE-Results info. Use together with -f & \texttt{- (false)} \\
\hline
\texttt{-plotElements} & Enable plotting of element results & \texttt{- (false)} \\
\hline
\texttt{-plotNodes} & Enable plotting of nodal results & \texttt{- (false)} \\
\hline
\texttt{-prepareBatch} & Prepare for batch execution. This option can have the following arguments:\newline
all = all solvers\newline
reducer = reduction of all parts\newline
dynamics = dynamics solver\newline
stress = stress recovery for in parts\newline
modes = mode shape recovery in all parts\newline
straingage = strain gage recovery in all parts\newline
straincoat = strain coat recovery in all parts & \\
\hline
\texttt{-purgeOnSave} & Purge inactive mechanism objects on Save & \texttt{- (false)} \\
\hline
\texttt{-solve} & Start given solver(s) in batch mode. This option can have the following arguments:\newline
all = all solvers\newline
events = all solvers on all events\newline
reducer = reduction of all parts\newline
dynamics = dynamics solver\newline
stress = stress recovery in all parts\newline
modes = mode shape recovery in all parts\newline
straingage = strain gage recovery in all parts\newline
straincoat = strain coat recovery in all parts & \\
\hline
\texttt{-timerange} & Time specification for batch stress recovery.
Format: [startTime,stopTime(,timeInc)].\newline
timeInc is optional & \\
\hline
\texttt{-version} & Display program version and exit & \texttt{- (false)} \\
\hline
\end{tabular}
\vspace{0.3cm}
\begin{tablenotes}
\item[1]
The {\tt-f (modelfile)} option can also be specified without the {\tt-f}
flag if no other options are needed, i.e., the command
{\tt fedem mymodel.fmm} is equivalent to {\tt fedem -f mymodel.fmm}.
\end{tablenotes}
\end{threeparttable}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\Section{Reducer options (fedem\_reducer)}{reducer-options}
\noindent{\footnotesize
\begin{tabular}{|>{\raggedright} p{0.23\linewidth}| p{0.48\linewidth}| p{0.18\linewidth}|}
\hline
\rowcolor[HTML]{EFEFEF}
\rule{0pt}{15pt}Cmd-line option & Description & Default \\
\hline\hline
\texttt{-autoMassScale} & Scale factor for auto-added masses & \texttt{1e-009} \\
\hline
\texttt{-autoStiffMethod} & Method for automatic stiffness computations
in auto-added springs\newline
= 1: k = Min(diag(K)) * 0.1/$<$tolFactorize$>$\newline
= 2: k = Mean(diag(K)) * $<$autoStiffScale$>$\newline
= 3: k = Max(diag(K)) * $<$autoStiffScale$>$ & \texttt{3} \\
\hline
\texttt{-autoStiffScale} & Scale factor for auto-added springs & \texttt{100} \\
\hline
\texttt{-Bmatfile} & Name of B-matrix file & \\
\hline
\texttt{-Bmatprecision} & Storage precision of the B-matrix on disk\newline
= 1: Single precision\newline
= 2: Double precision & \texttt{2} \\
\hline
\texttt{-Bramsize} & In-core size (MB) of displacement recovery matrix
$\le 0$: Store full matrix in core & \texttt{-1} \\
\hline
\texttt{-bufsize\_rigid} & Buffer size (in DP-words) per rigid element
$\le 0$: Use conservative estimate computed internally & \texttt{0} \\
\hline
\texttt{-cachesize} & Cache size (KB) to be used by the SPR
solver. Applies to the stiffness matrix only
when lumped mass is used. & \texttt{0} \\
\hline
\texttt{-consolemsg} & Output error messages to console & \texttt{- (false)} \\
\hline
\texttt{-cwd} & Change working directory & \\
\hline
\texttt{-datacheck} & Do data check only (exiting after data input) & \texttt{- (false)} \\
\hline
\texttt{-debug} & Debug print switch & \texttt{0} \\
\hline
\texttt{-denseSolver} & Use LAPACK dense matrix equation solver & \texttt{- (false)} \\
\hline
\texttt{-dispfile} & Name of displacement vector file & \\ \hline
\texttt{-drillingStiff} & Fictitious drilling DOF stiffness & \texttt{1e-006} \\
\hline
\texttt{-eigenshift} & Shift value for eigenvalue analysis (target
frequency for generalized DOFs) & \texttt{0} \\
\hline
\texttt{-eigfile} & Name of eigenvector file & \\
\hline
\texttt{-extNodes} & List of external nodes to use in the reduction
(in addition to the nodes specified in the FE data file & \\
\hline
\texttt{-factorMass} & Factorize mass matrix in the eigensolver & \texttt{- (false)} \\
\hline
\texttt{-fao} & Read additional options from this file & \\
\hline
\texttt{-fco} & Read calculation options from this file & \\
\hline
\texttt{-fop} & Read output options from this file & \\
\hline
\texttt{-frsfile} & Name of results database file for mode shapes & \\
\hline
\texttt{-ftlout} & Name of part output file in FTL-format & \\
\hline
\texttt{-gravfile} & Name of gravity force vector file & \\
\hline
\texttt{-help} & Print out this help text & \texttt{- (false)} \\
\hline
{\tt-linkId} & Part base-ID number & 1 \\
\hline
{\tt-linkfile} & Name of FE data file (must be specified) & \\
\hline
{\tt-loadfile} & Name of load vector file & \\
\hline
{\tt-lumpedmass} & Use lumped element mass matrices & {\tt- (false)} \\
\hline
{\tt-massfile} & Name of mass matrix file & \\
\hline
\end{tabular}}
\clearpage
%%% increasing row width for header line with \rule
\noindent{\footnotesize
\begin{tabular}{|>{\raggedright} p{0.23\linewidth}| p{0.48\linewidth}| p{0.18\linewidth}|}
\hline
\rowcolor[HTML]{EFEFEF}
\rule{0pt}{15pt}Cmd-line option & Description & Default \\
\hline\hline
\texttt{-neval} & Number of eigenvalues/eigenvectors to compute & \texttt{0} \\
\hline
\texttt{-nevred} & Number of eigenvalues to compute for reduced system & \texttt{12} \\
\hline
\texttt{-ngen} & Number of generalized modes & \texttt{0} \\
\hline
\texttt{-nograv} & Skip gravity force calculation and mass matrix reduction & \texttt{ - (false)} \\
\hline
\texttt{-nomass} & Skip mass matrix reduction & \texttt{- (false)} \\
\hline
\texttt{-printArray} & Additional debug print switch for certain arrays & \texttt{0} \\
\hline
\texttt{-rdbinc} & Increment number for the results database files & \texttt{1} \\
\hline
\texttt{-resfile} & Name of result output file & \\
\hline
\texttt{-samfile} & Name of SAM data file & \\
\hline
\texttt{-singularityHandler} & Option on how to treat singular matrices\newline
= 0: Abort on all occurring singularities\newline
= 1: Suppress true zero pivots, abort on reduced-to-zero pivots\newline
> 1: Suppress all occurring singularities of any kind & \texttt{1} \\
\hline
\texttt{-skylinesolver} & Use the skyline equation solver & \texttt{- (false)} \\
\hline
\texttt{-stiffile} & Name of stiffness matrix file & \\
\hline
\texttt{-terminal} & File unit number for terminal output & \texttt{6} \\
\hline
\texttt{-tolEigval} & Max acceptable relative error in eigenvalues & \texttt{1e-008} \\
\hline
\texttt{-tolFactorize} & Equation solver singularity criterion (smaller values are less restrictive).
The lowest value allowed is 1e-020. & \texttt{1e-012} \\
\hline
\texttt{-tolWAVGM} & Geometric tolerance for WAVGM elements & \texttt{0.0001} \\
\hline
\texttt{-version} & Print out program version & \texttt{- (false)} \\
\hline
\end{tabular}}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\Section{Dynamics solver options (fedem\_solver)}{solver-options}
\noindent{\footnotesize
\begin{tabular}{|>{\raggedright} p{0.23\linewidth}| p{0.48\linewidth}| p{0.18\linewidth}|}
\hline
\rowcolor[HTML]{EFEFEF}
\rule{0pt}{15pt}Cmd-line option & Description & Default \\
\hline\hline
\texttt{-addBC\_eigensolver} & Use additional BCs on eigensolver & \texttt{- (false)} \\
\hline
\texttt{-allAccVars} & Output all acceleration variables & \texttt{- (false)} \\
\hline
{\tt-allAlgorVars} & Output all algorithm variables & {\tt- (false)} \\
\hline
\texttt{-allBeamForces} & Output all beam sectional forces & \texttt{- (false)} \\
\hline
\texttt{-allCGVars} & Output all centre of gravity variables & \texttt{- (false)} \\
\hline
\texttt{-allControlVars} & Output all control variables & \texttt{- (false)} \\
\hline
\texttt{-allDampCoeff} & Output all damper coefficients & \texttt{- (false)} \\
\hline
\texttt{-allDamperVars} & Output all damper variables & \texttt{- (false)} \\
\hline
\texttt{-allDefVars} & Output all deflection variables & \texttt{- (false)} \\
\hline
\texttt{-allEnergyVars} & Output all energy quantities & \texttt{- (false)} \\
\hline
\texttt{-allEngineVars} & Output all engine values & \texttt{- (false)} \\
\hline
\texttt{-allForceVars} & Output all force variables & \texttt{- (false)} \\
\hline
\texttt{-allFrictionVars} & Output all friction variables & \texttt{- (false)} \\
\hline
\texttt{-allGages} & Output all strain gages & \texttt{- (false)} \\
\hline
\texttt{-allGenDOFVars} & Output all generalized DOF variables & \texttt{- (false)} \\
\hline
\texttt{-allHDVars} & Output all hydrodynamics variables & \texttt{- (false)} \\
\hline
\texttt{-allJointVars} & Output all joint variables & \texttt{- (false)} \\
\hline
\texttt{-allLengthVars} & Output all length variables & \texttt{- (false)} \\
\hline
\texttt{-allLoadVars} & Output all external load variables & \texttt{- (false)} \\
\hline
\texttt{-allPrimaryVars} & Output all primary variables & \texttt{+ (true)} \\
\hline
\texttt{-allRestartVars} & Output all variables needed for restart & \texttt{- (false)} \\
\hline
\texttt{-allSecondaryVars} & Output all secondary variables & \texttt{- (false)} \\
\hline
\texttt{-allSpringVars} & Output all spring variables & \texttt{- (false)} \\
\hline
\texttt{-allStiffVars} & Output all spring stiffnesses & \texttt{- (false)} \\
\hline
\texttt{-allSupelVars} & Output all superelement variables & \texttt{- (false)} \\
\hline
\texttt{-allSystemVars} & Output all system variables & \texttt{- (false)} \\
\hline
\texttt{-allTireVars} & Output all tire variables & \texttt{- (false)} \\
\hline
\texttt{-allTriadVars} & Output all triad variables & \texttt{- (false)} \\
\hline
\texttt{-allVelVars} & Output all velocity variables & \texttt{- (false)} \\
\hline
\texttt{-alphaNewmark} & Time integration parameters & \texttt{0.1} \\
\hline
\texttt{-alpha1} & Global mass-proportional damping factor & \texttt{0.0} \\
\hline
\texttt{-alpha2} & Global stiffness-proportional damping factor & \texttt{0.0} \\
\hline
\texttt{-autoTimeStep} & Time stepping procedure\newline
= 0: Fixed time step size\newline
= 1: Automatically computed time step size & \texttt{0} \\
\hline
\texttt{-Bramsize} & In-core size (MB) of the displacement recovery matrix\newline
$< 0$: Use the same as in the reducer\newline
$= 0$: Store full matrix in core & \texttt{-1} \\
\hline
{\tt-centripForceCorr} & Use centripetal force correction & {\tt- (false)} \\
\hline
{\tt-consolemsg} & Output error messages to console & {\tt- (false)} \\
\hline
\end{tabular}}
% second solver page
\clearpage
\noindent{\footnotesize
\begin{tabular}{|>{\raggedright} p{0.23\linewidth}| p{0.48\linewidth}| p{0.18\linewidth}|}
\hline
\rowcolor[HTML]{EFEFEF}
\rule{0pt}{15pt}Cmd-line option & Description & Default \\
\hline\hline
\texttt{-ctrlTol} & Control system tolerance parameters & \\
& (1)=Absolute iteration tolerance & \texttt{0.002} \\
& (2)=Relative iteration tolerance & \texttt{0.002} \\
& (3)=Accuracy parameter & \texttt{0.5} \\
& (4)=Relative perturbation for numerical & \texttt{1e-005} \\
& Jacobian computation & \\
\hline
\texttt{-ctrlfile} & Name of control system database file & \texttt{ctrl.frs} \\
\hline
\texttt{-curveFile} & Name of curve definition file & \texttt{\scriptsize{response.bak.fmm}} \\
\hline
\texttt{-curvePlotFile} & Name of curve export output file & \\
\hline
\texttt{-curvePlotPrec} & Output precision for exported curve data files & \texttt{0} \\
& = 0 : half precision (int*2) & \\
& = 1 : single precision (real*4) & \\
& = 2 : double precision (real*8) & \\
\hline
\texttt{-curvePlotType} & Format of curve export output file & \texttt{0} \\
& = 0 : ASCII (separate file for each curve) & \\
& = 1 : DAC, Windows (separate file for each curve) & \\
& = 2 : DAC, UNIX (separate file for each curve) & \\
& = 3 : RPC, Windows (all curves in one file) & \\
& = 4 : RPC, UNIX (all curves in one file) & \\
& = 5 : ASCII (all curves in one file) & \\
\hline
\texttt{-cutbackFactor} & Time step reduction factor in cut-back & \texttt{1} \\
\hline
\texttt{-cutbackNegPiv} & Try cut-back when detecting negative pivots & \texttt{100} \\
\hline
\texttt{-cutbackSing} & Try cut-back when detecting singularities & \texttt{- (false)} \\
\hline
\texttt{-cutbackSteps} & Number of cut-back steps & \texttt{0} \\
\hline
\texttt{-cwd} & Change working directory & \\
\hline
{\tt-damped} & Solve the damped eigenproblem using LAPACK & {\tt- (false)} \\
\hline
\texttt{-debug} & Debug print switch & \texttt{0} \\
\hline
\texttt{-delayBuffer} & Initial buffer size for delay elements & \texttt{1000} \\
\hline
\texttt{-densesolver} & Use LAPACK dense matrix equation solver & \texttt{- (false)} \\
\hline
\texttt{-diffraction} & Target number of diffraction panels & 0 \\
\hline
\texttt{-displacementfile} & Name of file with boundary displacements & \\
\hline
\texttt{-double1} & Save primary variables in double precision & \texttt{+ (true) } \\
\hline
\texttt{-double2} & Save secondary variables in double precision & \texttt{- (false)} \\
\hline
\texttt{-effModalMass} & Compute the effective mass for each mode & \texttt{- (false)} \\
\hline
\texttt{-eigenshift} & Shift value for vibration eigenvalue analysis
(negative value captures zero frequency modes) & \texttt{0} \\
\hline
\texttt{-eiginc} & Time between each eigenvalue analysis & 0 \\
\texttt{-externalfuncfile} & Name of external function value file & \\
\hline
\texttt{-factorMass\_} & Factor mass matrix in eigensolver & \texttt{- (false)} \\
\texttt{ eigensolver} & & \\
\hline
\texttt{-fao} & Read additional options from this file & \\
\hline
\texttt{-fco} & Read calculation options from this file & \\
\hline
\end{tabular}}
% third solver page
\clearpage
\noindent{\footnotesize
\begin{tabular}{|>{\raggedright} p{0.23\linewidth}| p{0.48\linewidth}| p{0.18\linewidth}|}
\hline
\rowcolor[HTML]{EFEFEF}
\rule{0pt}{15pt}Cmd-line option & Description & Default \\
\hline\hline
\texttt{-flushinc} & Time between each database file flush\newline
$<$ 0.0: Don't flush results database (OS decides)\newline
$=$ 0.0: Flush at each time step, no external buffers\newline
$>$ 0.0: Flush at specified time interval, use external buffers & 0 \\
\hline
\texttt{-fop} & Read output options from this file & \\
\hline
\texttt{-frequency\_domain} & Switch for frequency domain solution & \texttt{- (false)} \\
\hline
\texttt{-freqfile} & Name of frequency response database file & \\
\hline
\texttt{-frs1file} & Name of primary response database file & \texttt{th\_p.frs} \\
\hline
\texttt{-frs2file} & Name of secondary response database file & \texttt{th\_s.frs} \\
\hline
\texttt{-frs3file} & Name of stress- and gage recovery database files & \\
\hline
\texttt{-fsi2file} & Name of additional solver input file & \\
\hline
\texttt{-fsifile} & Name of solver input file & \texttt{\scriptsize{fedem\_solver.fsi}} \\
\hline
\texttt{-help} & Print out this help text & \texttt{- (false)} \\
\hline
{\tt-ignoreIC} & Ignore initial conditions from the fsi-file & \texttt{\tt- (false)} \\
\hline
\texttt{-initEqAD} & Initial equilibrium with aerodynamic loads & \texttt{- (false)} \\
\hline
\texttt{-initEquilibrium} & Initial static equilibrium iterations & \texttt{- (false)} \\
\hline
\texttt{-lancz1} & Use the LANCZ1 eigensolver & \texttt{- (false)} \\
\hline
\texttt{-limInitEquilStep} & Initial equilibrium step size limit & \texttt{1} \\
\hline
\texttt{-lineSearch} & Use line search in the nonlinear iterations & \texttt{- (false)} \\
\hline
\texttt{-maxInc} & Maximum time increment & \texttt{0.05} \\
\hline
\texttt{-maxSeqNoUpdate} & Max number of sequential iterations without
system matrix update & \texttt{100} \\
\hline
\texttt{-maxit} & Maximum number of iterations & \texttt{15} \\
\hline
\texttt{-minInc} & Minimum time increment & \texttt{0.001} \\
\hline
\texttt{-minit} & Minimum number of iterations & \texttt{1} \\
\hline
\texttt{-modesfile} & Name of primary modes database file & \texttt{ev\_p.frs} \\
\hline
\texttt{-monitorIter} & Number of iterations to monitor before maxit & \texttt{2} \\
\hline
\texttt{-monitorWorst} & Number of DOFs to monitor on poor convergence & \texttt{6} \\
\hline
\texttt{-NewmarkFlag} & Newmark time integration option (= cba)\newline
a $>$ 0: Compute inertia force from residual
of previous increment in calculation of the
right-hand-side vector\newline
b $>$ 0: Use total solution increment in configuration
update\newline
c = 1: Use HHT-alpha algorithm equivalent
to FENRIS\newline
c = 2: Use generalized-alpha algorithm\newline
with interpolated internal forces & \texttt{0} \\
\hline
\texttt{-noBeamForces} & Suppress all beam sectional force output & \texttt{- (false)} \\
\hline
\texttt{-nosolveropt} & Switch off equation system reordering & \texttt{- (false} \\
\hline
\texttt{-nrModes} & Switch between modal or direct frequency
response solution, if 0 direct solution & \texttt{0} \\
\hline
\texttt{-numEigModes} & Number of eigenmodes to calculate & \texttt{0} \\
\hline
\end{tabular}}
% fourth solver page
\clearpage
\noindent{\footnotesize
\begin{tabular}{|>{\raggedright} p{0.23\linewidth}| p{0.48\linewidth}| p{0.18\linewidth}|}
\hline
\rowcolor[HTML]{EFEFEF}
\rule{0pt}{15pt}Cmd-line option & Description & Default \\
\hline\hline
\texttt{-num\_damp\_energy\_skip} & Number of steps without calculation of
energy from stiffness proportional damping & \texttt{1} \\
\hline
\texttt{-numit} & Fixed number of iterations & \texttt{0} \\
\hline
{\tt-nupdat} & Number of iterations with system matrix update & 0 \\
\hline
\texttt{-pardiso} & Use the Pardiso sparse equation solver & \texttt{- (false)} \\
\hline
\texttt{-pardisoIndef} & Use Pardiso, indefinite system matrices & \texttt{- (false)} \\
\hline
\texttt{-partDeformation} & Output recovered part deformations
(0=off, 1=local, 2=total, 3=local and total) & \texttt{1} \\
\hline
\texttt{-partVMStress} & Output recovered von Mises stresses on parts (0=off, 1=on) & \texttt{1} \\
\hline
\texttt{-plugin} & Plugin(s) for user-defined elements and functions & \\
\hline
\texttt{-printFunc} & Option for function output.\newline
1: Print wave spectrum to result output file\newline
2: Print function evaluation to separate file & \texttt{0} \\
\hline
\texttt{-printTriad} & Print some triads to result output file & \\
\hline
\texttt{-printinc} & Time between each print to result output file & \texttt{0} \\
\hline
\texttt{-quasiStatic} & Do a quasi-static simulation to this time & \texttt{0} \\
\hline
\texttt{-rampData} & Ramp-up function parameters & \\
& (1)=max speed during ramp-up stage & \texttt{1.0} \\
& (2)=total length (in time) of ramp-up stage & \texttt{2.0} \\
& (3)=time after ramp-up before new load & \texttt{0.0} \\
\hline
\texttt{-rampGravity} & Ramp up gravity forces also & \texttt{- (false)} \\
\hline
\texttt{-rampSteps} & Number of increments in ramp-up stage & \texttt{0} \\
\hline
\texttt{-rdbinc} & Increment number for the results database files & \texttt{1} \\
\hline
\texttt{-rdblength} & Maximum time length of results database files & \texttt{0} \\
\hline
\texttt{-recovery} & Recovery option (0=off, 1=stress, 2=gage, 3=both) & \texttt{0} \\
\hline
\texttt{-resfile} & Name of result output file & \texttt{\scriptsize{fedem\_solver.res}} \\
\hline
\texttt{-restartfile} & Response database file(s) to restart from & \\
\hline
\texttt{-restarttime} & Physical time for restart\newline
$<$ 0: No restart, but regular simulation & \texttt{-1} \\
\hline
\texttt{-rpcFile} & Get number of repeats, averages, and
points per frame and group, from this RPC-file & \\
\hline
\texttt{-sample\_freq} & Define sampling frequency & \texttt{100.0} \\
\hline
\texttt{-saveinc2} & Time between each save of secondary variables & \texttt{0} \\
\hline
\texttt{-saveinc3} & Time between each save for external recovery & \texttt{0}\tnote{1} \\
\hline
\texttt{-saveinc4} & Time between each save of control system data & \texttt{0} \\
\hline
\texttt{-savestart} & Time for first save to response database & \texttt{ 0} \\
\hline
\texttt{-scaleToKG} & Scaling factor to SI mass unit [kg] & \texttt{ 1} \\
\hline
\texttt{-scaleToM} & Scaling factor to SI length unit [m] & \texttt{ 1} \\
\hline
\texttt{-scaleToS} & Scaling factor to SI time unit [s] & \texttt{ 1} \\
\hline
\texttt{-skylinesolver} & Use skyline solver & \texttt{- (false)} \\
\hline
\end{tabular}}
% fifth solver page
\clearpage
\noindent{\footnotesize
\begin{tabular}{|>{\raggedright} p{0.23\linewidth}| p{0.48\linewidth}| p{0.18\linewidth}|}
\hline
\rowcolor[HTML]{EFEFEF}
\rule{0pt}{15pt}Cmd-line option & Description & Default \\
\hline\hline
\texttt{-stiffDamp}\textbackslash\newline\texttt{Filtering} & Rigid body filtering of stiffness-proportional damping\newline
= 0: Deactivated\newline
= 1: Use first-order approximation of deformational velocity\newline
= 2: Use second-order approximation of deformational velocity\newline
(based on Newmark update formula) & \texttt{1} \\
\hline
\texttt{-stopGlbDmp} & Stop time for global structural damping factors & \texttt{-1.0} \\
\hline
\texttt{-stopOnDivergence} & Number of warnings on possible divergence before the
dynamics simulation is aborted (0 = no limit) & \texttt{ 0} \\
\hline
\texttt{-stressStiff}\newline\texttt{DivergSkip} & Number of iterations without stress stiffening
on cut-back with same step size & \texttt{0} \\
\hline
\texttt{-stressStiffDyn} & Use geometric stiffness for dynamics & \texttt{- (false)} \\
\hline
\texttt{-stressStiffEig} & Use geometric stiffness for eigenvalue analysis & \texttt{- (false)} \\
\hline
\texttt{-stressStiffEqu} & Use geometric stiffness for statics & \texttt{- (false)} \\
\hline
\texttt{-stressStiff}\textbackslash\newline\texttt{UpdateSkip} & Number of iterations without updating & \\
& stress stiffening (always updated in predictor step) & \texttt{0} \\
\hline
\texttt{-targetFrequency}\textbackslash\newline\texttt{Rigid} & Target frequency for auto-stiffness calculation & \texttt{10000} \\
\hline
\texttt{-terminal} & File unit number for terminal output & \texttt{6} \\
\hline
\texttt{-timeEnd} & Stop time & \texttt{0} \\
\hline
\texttt{-timeInc} & Initial time increment & \texttt{0} \\
\hline
\texttt{-timeStart} & Start time & \texttt{0} \\
\hline
\end{tabular}}
% sixth solver page
\begin{threeparttable}[b]
\footnotesize
\begin{tabular}{|>{\raggedright} p{0.23\linewidth}| p{0.48\linewidth}| p{0.16\linewidth}|}
\hline
\rowcolor[HTML]{EFEFEF}
\rule{0pt}{15pt}Cmd-line option & Description & Default \\
\hline\hline
\texttt{-tolAccGen} & Max generalized acceleration tolerance & \texttt{0\tnote{1}} \\
\hline
\texttt{-tolAccNorm} & Acceleration vector tolerance & \texttt{0\tnote{1}} \\
\hline
\texttt{-tolAccRot} & Max angular acceleration tolerance & \texttt{0\tnote{1}} \\
\hline
\texttt{-tolAccTra} & Max acceleration tolerance & \texttt{0\tnote{1}} \\
\hline
\texttt{-tolDispGen} & Max generalized DOF tolerance & \texttt{0\tnote{1}} \\
\hline
\texttt{-tolDispNorm} & Displacement vector tolerance & \texttt{0\tnote{1}} \\
\hline
\texttt{-tolDistRot} & Max rotation tolerance & \texttt{0\tnote{1}} \\
\hline
\texttt{-tolDispTra} & Max displacement tolerance & \texttt{0\tnote{1}} \\
\hline
\texttt{-tolEigval} & Max acceptable relative error in eigenvalues & \texttt{1e-008} \\
\hline
\texttt{-tolEigvector} & Orthogonality limit for the eigenvectors 1e & \texttt{1e-008} \\
\hline
\texttt{-tolEnerMax} & Max energy in a single DOF tolerance & \texttt{0\tnote{1}} \\
\hline
\texttt{-tolEnerSum} & Energy norm convergence tolerance & \texttt{0\tnote{1}} \\
\hline
\texttt{-tolFactorize} & Linear solver singularity criteria & \\
& (1)=time domain simulation & \texttt{1e-012} \\
& (2)=initial static equilibrium and eigenvalue analysis & \texttt{1e-009} \\
& (3)=control system integration & \texttt{1e-012} \\
& (smaller values less restrictive) & \\
\hline
\texttt{-tolInitEquil} & Convergence tolerance for initial equilibrium iterations & \texttt{ 0.001} \\
\hline
\texttt{-tolResGen} & Max residual generalized DOF force tolerance & \texttt{0\tnote{1}} \\
\hline
\texttt{-tolResNorm} & Residual force vector tolerance & \texttt{0\tnote{1}} \\
\hline
\texttt{-tolResRot} & Max residual torque tolerance & \texttt{0\tnote{1}} \\
\hline
\texttt{-tolResTra} & Max residual force tolerance & \texttt{0\tnote{1}} \\
\hline
\texttt{-tolUpdateFactor} & Convergence criterion for continuing matrix updates & \texttt{0\tnote{1}} \\
\hline
\texttt{-tolVelGen} & Max generalized velocity tolerance & \texttt{0\tnote{1}} \\
\hline
\texttt{-tolVelNorm} & Velocity vector convergence tolerance & \texttt{0\tnote{1}} \\
\hline
\texttt{-tolVelRot} & Max angular velocity tolerance & \texttt{0\tnote{1}} \\
\hline
\texttt{-tolVelTra} & Max velocity tolerance & \texttt{0\tnote{1}} \\
\hline
\texttt{-version} & Print out program version & \texttt{- (false)} \\
\hline
\texttt{-VTFfile} & Name of VTF output file & \\
\hline
\texttt{-windowSize} & Defines the window size in samplesfor frequency response analysis & \texttt{0} \\
\hline
\texttt{-yamlFile} & YAML file prefix for system mode shape export & \\
\hline
\end{tabular}
\begin{tablenotes}
\item[1] { For all the convergence tolerance options, its value is interpreted as follows:\newline
$=$ 0 : This tolerance is ignored\newline
$>$ 0 : This tolerance is in a set of tests where all must be satisfied\newline
$<$ 0 : This tolerance is in a set of tests where only one must be satisfied\newline
(using the absolute value as the actual tolerance value)}
\end{tablenotes}
\end{threeparttable}
\clearpage
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\Section{Stress recovery options (fedem\_stress)}{stress-options}
\noindent{\footnotesize
\begin{tabular}{|>{\raggedright} p{0.23\linewidth}| p{0.48\linewidth}| p{0.20\linewidth}|}
\hline
\rowcolor[HTML]{EFEFEF}
\rule{0pt}{15pt}Cmd-line option & Description & Default \\
\hline\hline
\texttt{-Bmatfile} & Name of B-matrix file & \\
\hline
\texttt{-Bramsize} & In-core size (MB) of displacement recovery matrix\newline
$<$ 0: Use the same as in the reducer\newline
$=$ 0: Store full matrix in core & \texttt{-1} \\
\hline
\texttt{-consolemsg} & Output error messages to console & \texttt{- (false)} \\
\hline
\texttt{-cwd} & Change working directory & \\
\hline
\texttt{-debug} & Debug print switch & \texttt{0} \\
\hline
\texttt{-deformation} & Save deformations to results database & \texttt{- (false)} \\
\hline
\texttt{-double} & Save all results in double precision & \texttt{- (false)} \\
\hline
\texttt{-dumpDefNas} & Save deformations to Nastran bulk data files & \texttt{- (false)} \\
\hline
\texttt{-dispfile} & Name of gravitation displacement file & \\
\hline
\texttt{-eigfile} & Name of eigenvector file & \\
\hline
\texttt{-fao} & Read additional options from this file & \\
\hline
\texttt{-fco} & Read calculation options from this file & \\
\hline
\texttt{-fop} & Read output options from this file & \\
\hline
\texttt{-frsfile} & Name of solver results database file & \\
\hline
\texttt{-fsifile} & Name of solver input file & \texttt{fedem\_solver.fsi} \\
\hline
\texttt{-group} & List of element groups to do calculations for & \\
\hline
\texttt{-help} & Print out this help text & \texttt{- (false)} \\
\hline
\texttt{-linkId} & Part base-ID number & \texttt{0} \\
\hline
\texttt{-linkfile} & Name of FE data file & \\
\hline
\texttt{-maxPStrain} & Save max principal strain to results database & \texttt{- (false)} \\
\hline
\texttt{-maxPStress} & Save max principal stress to results database & \texttt{- (false)} \\
\hline
\texttt{-maxSStrain} & Save max shear strain to results database & \texttt{- (false)} \\
\hline
\texttt{-maxSStress} & Save max shear stress to results database & \texttt{- (false)} \\
\hline
\texttt{-minPStrain} & Save min principal strain to results database & \texttt{- (false)} \\
\hline
\texttt{-minPStress} & Save min principal stress to results database & \texttt{- (false)} \\
\hline
\texttt{-nodalForces} & Compute and print nodal forces & \texttt{- (false)} \\
\hline
\texttt{-rdbfile} & Name of stress results database file & \\
\hline
\texttt{-rdbinc} & Increment number for the results databasefile & \texttt{1} \\
\hline
\texttt{-resfile} & Name of result output file & \\
\hline
\texttt{-resStressFile} & Name of residual stress input file & \\
\hline
\texttt{-resStressSet} & Name of residual stress set & \\
\hline
\texttt{-samfile} & Name of SAM data file & \\
\hline
\texttt{-SR} & Save stress resultants to results database & \texttt{- (false)} \\
\hline
\texttt{-statm} & Start time & \texttt{0} \\
\hline
\texttt{-stotm} & Stop time & \texttt{1} \\
\hline
\texttt{-strain} & Save strain tensors to results database & \texttt{- (false)} \\
\hline
\texttt{-stress} & Save stress tensors to results database & \texttt{- (false)} \\
\hline
{\tt-terminal} & File unit number for terminal output & 6 \\
\hline
{\tt-tinc} & Time increment (= 0.0: process all time steps) & 0.1 \\
\hline
{\tt-version} & Print out program version & {\tt- (false)} \\
\hline
{\tt-vmStrain} & Save von Mises strain to results database & {\tt- (false)} \\
\hline
{\tt-vmStress} & Save von Mises stress to results database & {\tt- (false)} \\
\hline
\end{tabular}}
\clearpage
\noindent{\footnotesize
\begin{tabular}{|>{\raggedright} p{0.23\linewidth}| p{0.48\linewidth}| p{0.18\linewidth}|}
\hline
\rowcolor[HTML]{EFEFEF}
\rule{0pt}{15pt}Cmd-line option & Description & Default \\
\hline\hline
\texttt{-VTFavgelm} & Write averaged element results to VTF-file & \texttt{+ (true)} \\
\hline
\texttt{-VTFdscale} & Deformation scaling factor for VTF output & \texttt{1} \\
\hline
\texttt{-VTFfile} & Name of VTF output file & \\
\hline
\texttt{-VTFinit} & Write initial state to VTF-file & \texttt{- (false)} \\
\hline
\texttt{-VTFoffset} & VTF result block id offset & \texttt{0} \\
\hline
\texttt{-VTFparts} & Number of parts in VTF-file & \texttt{0} \\
\hline
\texttt{-write\_nodes} & Save deformations as nodal data & \texttt{+ (true)} \\
\hline
\texttt{-write\_vector} & Save deformations as vector data & \texttt{- (false)} \\
\hline
\end{tabular}}
\clearpage
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\Section{Mode shape recovery options (fedem\_modes)}{mode-options}
\noindent{\footnotesize
\begin{tabular}{|>{\raggedright} p{0.23\linewidth}| p{0.48\linewidth}| p{0.18\linewidth}|}
\hline
\rowcolor[HTML]{EFEFEF}
\rule{0pt}{15pt}Cmd-line option & Description & Default \\
\hline\hline
\texttt{-Bmatfile} & Name of B-matrix file & \\
\hline
\texttt{-Bramsize} & In-core size (MB) of displacement recovery matrix\newline
$<$ 0: Use the same as in the reducer\newline
$=$ 0: Store full matrix in core & \texttt{-1} \\
\hline
\texttt{-consolemsg} & Output error messages to console & \texttt{- (false)} \\
\hline
\texttt{-cwd} & Change working directory & \\
\hline
\texttt{-damped} & Complex modes are calculated & \texttt{- (false)} \\
\hline
\texttt{-debug} & Debug print switch & \texttt{0} \\
\hline
\texttt{-dispfile} & Name of gravitation displacement file & \\
\hline
\texttt{-double} & Save all results in double precision & \texttt{- (false)} \\
\hline
\texttt{-eigfile} & Name of eigenvector file & \\
\hline
\texttt{-energy\_density} & Save scaled strain energy density & \texttt{- (false)} \\
\hline
\texttt{-fao} & Read additional options from this file & \\
\hline
\texttt{-fco} & Read calculation options from this file & \\
\hline
\texttt{-fop} & Read output options from this file & \\
\hline
\texttt{-frsfile} & Name of solver results database file & \\
\hline
\texttt{-fsifile} & Name of solver input file & \texttt{\scriptsize{fedem\_solver.fsi}} \\
\hline
\texttt{-help} & Print out this help text & \texttt{- (false)} \\
\hline
\texttt{-linkId} & Part base-ID number & \texttt{0} \\
\hline
\texttt{-linkfile} & Name of FE data file & \\
\hline
\texttt{-rdbfile} & Name of modes results database file & \\
\hline
\texttt{-rdbinc} & Increment number for the results database file & \texttt{1} \\
\hline
\texttt{-recover\_modes} & List of mode numbers to expand & \\
\hline
\texttt{-resfile} & Name of result output file & \\
\hline
\texttt{-samfile} & Name of SAM data file & \\
\hline
\texttt{-terminal} & File unit number for terminal output & \texttt{6} \\
\hline
\texttt{-version} & Print out program version & \texttt{- (false)} \\
\hline
\texttt{-VTFdscale} & Deformation scaling factor for VTF output & \texttt{1} \\
\hline
\texttt{-VTFexpress} & Write express VTF-files (one file per mode) & \texttt{- (false)} \\
\hline
\texttt{-VTFfile} & Name of VTF output file & \\
\hline
\texttt{-VTFoffset} & VTF result block id offset & \texttt{0} \\
\hline
\texttt{-VTFparts} & Number of parts in VTF-file & \texttt{0} \\
\hline
\texttt{-write\_nodes} & Save results as nodal data & \texttt{- (false)} \\
\hline
\texttt{-write\_vector} & Save results as vector data & \texttt{+ (true)} \\
\hline
\end{tabular}}
\clearpage
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\Section{Strain rosette recovery options (fedem\_gage)}{gage-options}
\noindent
\begin{threeparttable}[b]
\footnotesize
\begin{tabular}{|>{\raggedright} p{0.23\linewidth}| p{0.48\linewidth}| p{0.18\linewidth}|}
\hline
\rowcolor[HTML]{EFEFEF}
\rule{0pt}{15pt}Cmd-line option & Description & Default \\
\hline\hline
\texttt{-binSize} & Bin size for stress cycle counting [MPa] & \texttt{10} \\
\hline
\texttt{-Bmatfile} & Name of B-matrix file & \\
\hline
\texttt{-Bramsize} & In-core size (MB) of displacement recovery matrix\newline
$<$ 0: Use the same as in the reducer\newline
$=$ 0: Store full matrix in core & \texttt{-1} \\
\hline
\texttt{-consolemsg} & Output error messages to console & \texttt{- (false)} \\
\hline
\texttt{-cwd} & Change working directory & \\
\hline
\texttt{-dac\_sampleinc} & Sampling increment for dac output files & \texttt{0.001} \\
\hline
\texttt{-debug} & Debug print switch & \texttt{0} \\
\hline
\texttt{-deformation} & Save nodal deformations to results database & \texttt{- (false)} \\
\hline
\texttt{-displfile} & Name of gravitation displacement file & \\
\hline
\texttt{-eigfile} & Name of eigenvector file & \\
\hline
\texttt{-fao} & Read additional options from this file & \\
\hline
\texttt{-fatigue} & Perform damage calculation on the gage stresses & \texttt{0} \\
\hline
\texttt{-fco} & Read calculation options from this file & \\
\hline
\texttt{-flushinc} & Time between each database file flush\newline
$<$ 0.0: Do not flush results database (let the OS decide)\newline
$=$ 0.0: Flush at each time step, no external buffers\newline
$>$ 0.0: Flush at specified time interval, use external buffers & \texttt{-1} \\
\hline
\texttt{-fop} & Read output options from this file & \\
\hline
\texttt{-frsfile} & Name of solver results database file & \\
\hline
\texttt{-fsifile} & Name of solver input file & \scriptsize{\texttt{fedem\_solver.fsi}} \\
\hline
\texttt{-gate} & Stress gate value for the damage calculation[MPa] & \texttt{25} \\
\hline
\texttt{-help} & Print out this help text & \texttt{- (false)} \\
\hline
\texttt{-linkId} & Part base-ID number & \texttt{0} \\
\hline
\texttt{-linkfile} & Name of FE data file & \\
\hline
\texttt{-littleEndian} & Use Little Endian formatting of DAC files & \texttt{- (false)\tnote{1}} \\
\hline
\texttt{-loga1} & Parameter log(a1) of the S-N curve & \texttt{15.117} \\
\hline
\texttt{-loga2} & Parameter log(a2) of the S-N curve & \texttt{17.146} \\
\hline
\texttt{-m1} & Parameter m1 of the S-N curve & \texttt{4} \\