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cmd_line_options.tex
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% 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} \\