introduction to opensees and tcl - open system for earthquake
TRANSCRIPT
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Frank McKennaUC Berkeley
Introduction toOpenSees and Tcl
OpenSees Parallel WorkshopBerkeley, CA
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What is OpenSees?
• A software framework for developing sequential, paralleland grid-enabled finite element applications in earthquakeengineering.
• It is written primarily in the object-oriented programminglanguage C++.
• C++ wrappers are provided so that legacy and newprocedures (elements, materials, numerical routines)written in other languages C, Fortran can be used.
• Funding for OpenSees has been provided by:– PEER (Pacific Earthquake Enginering Research Center)– NEES (George E. Brown, Jr. Network for Earthquake Engineering
Simulation) through NEESit.– NSF (National Science Foundation)
The Open System for Earthquake Engineering Simulation is:
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What is a Software Framework?• A framework is NOT an executable.• A framework IS a set of cooperating software components for
building applications in a specific domain.• In object-oriented terms, a framework is a collection of
abstract and concrete classes. The abstract classes define howthe classes interact, the concrete classes are classes users canuse to build applications.
• A framework dictates the architecture of the application. Agood design will cover the majority of applications within thedomain.
• Loose-coupling of components within the framework isessential for extensibility and re-usability of the applications.
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• In object-oriented programming, theprogram is seen as a collection ofobjects. Each object is capable ofreceiving messages, processing data, andsending messages to other objects.
• Each object is of a particular type orClass. The class defines the data andmethods of an object.
• 3 basic relationships between classes1. IS-A (Truss is an Element)2. KNOWS-A (Truss knows a Node)3. HAS-A (Truss has a Material)
Object-Oriented Programming
TrussgetTangent()getResidual()A
ElementgetTangent()getResidual()
Node
Material
12
34
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Simulation Framework
Conceptual Approach for Simulation
InformationTechnology
Software framework,Databases, Visualization,Internet/grid computation
Computation
Algorithms & Solvers(Sequential, Parallel, Distribued)
Models
Material &Element Models
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Main Abstractions in OpenSees
DomainModelBuilder Analysis
Recorder
Constructs the objectsin the model and addsthem to the domain.
Monitors user definedparameters in themodel during theanalysis
Moves the modelfrom state at time t tostate at time t + dt
Holds the state of the modelat time t and (t + dt) i
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Recorder
ElementRecorderNodeRecorderEnvelopeNodeRecorderEnvelopElementRecordr
Recorder Types in OpenSees
FileMySQLOracleNEES
Database
DataOutputHandler
StreamHandlerFileHandlerDatabaseHandler
}Renderer }
X11OpenGLVRML
DatebaseRecorderFilePlotterDisplay
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Domain
Element MP_Constraint SP_ConstraintNode LoadPattern TimeSeries
ElementalLoad NodalLoad SP_ConstraintTrussZeroLengthElasticBeamColumnNonlinearBeamColumn(force, displacement)BeamWithHingesQuad(std, bbar, enhanced, u-p)ShellBrick(std, bbar, 20node, u-p, u-p-U)JointGenericClientExperimentalElement
ConstantLinearRectangularSinePath
What is in a Domain?
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Some Other Classes associated with Elements:
GeomTransformation
LinearPdeltaCorotational
Element in Global System
Element in Basic System
Geometric Transformation
U
v q
P
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Other Classes associated with Elements:
Material
Uniaxial
ElasticElasticPPHardeningConcreteSteelHystereticPY-TZ-QZParallelSeriesGapFatigue
nD
ElasticJ2TemplateElasto-PlastoFluidSolidPorousPressureMultiYield(dependent, independent)
Section
ElasticFiber
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Analysis
CHandler AnalysisModel SolnAlgorithmNumberer Integrator
PenaltyLagrangeTransformation
EquiSolnAlgoLinearNewtonRaphsonModifiedNewtonBroydenBFGSKrylovNewtonNewtonLineSearch
RCMMinDegree
StaticIntegratorLoadControlDispControlArcLength…TransientIntegratorNewmarkHHTCentralDifferenceNewmarkExplicitHHT_Explicit
BandGeneralBandSPDProfileSPDSparseGeneralSparseSymmetric
SystemOfEqn
CTestStaticAnalysisTransientAnalysis
What is an Analysis?
AlphaOS
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How Do People Use Framework?
• Provide their own main() function in C++ andlink to framework.
• Use OpenSees interpreterS. These areextensions of the Tcl interpreter for finiteelement analysis which use the framework.
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OpenSees.exe
• OpenSees.exe is an extension of the Tclinterpreter for finite element analysis whichuses this framework. It is an example of anapplication that can be developed using theframework.
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What is Tcl• Tcl is a programming language.
• It is a string based command language.• Variables and variable substitution• Expression evaluation• Basic control structures (if , while, for, foreach)• Procedures• File manipulation• Sourcing other files.
• Comand syntax:command arg1 arg2 …
• Help1. http://dev.scriptics.com/scripting/primer.html2. Practical Programming in Tcl and Tk, Brent B. Welch.
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Tcl Interpreters
• wish and tclsh are tcl interpreters.• Interpreters (Perl, Matlab, Ruby) are programs that execute
programs written in a programming language immediately.• There is no separate compilation & linking.• An interpreted program runs slower than a compiled one.
puts “sum of 2 and 3 is [expr $2 + $3]”
sum of 2 and 3 is 5
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Example Tcl
>source Example1.tcl
•sourcing other files
>set a 1>1>set b a>a>set b $a>1
•variables & variable substitution
>set fileId [open tmp w]>??>puts $fileId “hello”>close $fileID>type tmphello
•file manipulation
•expression evaluation>expr 2 + 3> 5>set b [expr 2 + $b]> 3
for {set i 1} {$i < 10} {incr i 1} {puts “i equals $i”
}set sum 0foreach value {1 2 3 4} { set sum [expr $sum + $value]}set $sum>10>proc guess {value} { global sum if {$value < $sum} { puts “too low” } else { if {$value > $sum} { puts “too high” } else { puts “you got it!”} }} > guess 9too low
•procedures & control structures
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Commands to Tcl for OpenSees
• For OpenSees we have added commands to Tcl forfinite element analysis:
1. Modeling – create nodes, elements, loads and constraints2. Analysis – specify the analysis procedure.3. Output specification – specify what it is you want to monitor
during the analysis.
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Model Generation:*Adds the modelling commands to the interpreter.
•BasicBuilder
model Basic –ndm ndm? <-ndf ndf?>
This command now adds the following commands to the interpreter:
nodeelementpatternfixequalDOFpatternloadeleLoadsp
massfixfixXfixYfixZuniaxialMaterialnDMaterialsectiongeomTransf
block2Dblock3Dpatchlayerfiber
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Analysis
CHandler AnalysisModel SolnAlgorithmNumberer Integrator
Analysis
PenaltyLagrangeTransformation
EquiSolnAlgoLinearNewtonRaphsonModifiedNewtonBroydenBFGSKrylovNewton
RCMMinDegree
StaticIntegratorLoadControlDispControlArcLengthMinUnbalDispNorm
TransientIntegratorNewmarkHHTCentralDifferenceNewmarkExplicit
BandGeneralBandSPDProfileSPDSparseGeneralSparseSymmetric
SystemOfEqn
CtestStaticAnalysisTransientAnalysis
numberer type? args…algorithm type? args…
integrator type? args…system type? args…
analysis type? args..
handler type? args…
analyze args …NewmarkHybridHHT_Hybrid…
AlphaOS
test type? args…
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Example Model:
E A300030003000
10 5 5
123
6’ 6’ 2’
2 3
50 100
(1) (2) (3)
1
4
8’
model Basic -ndm -ndf 2node 1 0.0 0.0node 2 144.0 0.0node 3 168.0 0.0node 4 72.0 96.0fix 1 1 1 fix 2 1 1 fix 3 1 1 uniaxialMaterial Elastic 1 3000.0element truss 1 1 4 10.0 1element truss 2 2 4 5.0 1
pattern Plain 1 “Linear” { load 4 100.0 -50.0}
element truss 3 3 4 5.0 1
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Example Model:
6’ 6’ 2’
2 3
50 100
(1) (2) (3)
1
4
8’
model Basic -ndm -ndf 2node 1 0.0 0.0node 2 144.0 0.0node 3 168.0 0.0node 4 72.0 96.0fix 1 1 1 fix 2 1 1 fix 3 1 1 uniaxialMaterial Elastic 1 3000.0element truss 1 1 4 10.0 1element truss 2 2 4 5.0 1
pattern Plain 1 “Linear” { load 4 100.0 -50.0}
element genericClient 3 -node 2 3 -dof 1 2 -server 8090 127.0.0.1
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Example Analysis:•Static Nonlinear Analysis with LoadControl
constraints Transformationnumberer RCMsystem BandGeneraltest NormDispIncr 1.0e-6 6 2algorithm Newtonintegrator LoadControl 0.1analysis Staticanalyze 10
•Transient Nonlinear Analysis with Newmarkconstraints Transformationnumberer RCMsystem BandGeneraltest NormDispIncr 1.0e-6 6 2algorithm Newtonintegrator Newmark 0.5 0.25analysis Transientanalyze 2000 0.01
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Commands that Return Values
set ok [analyze numIter <ΔΤ>]
•analyze commandThe analyze command returns 0 if successful. It returns a negative number if not
set currentTime [ getTime]
•getTime commandThe getTime command returns pseudo time in Domain.
set disp [ nodeDisp node dof]
•nodeDisp commandThe nodeDisp command returns a nodal displacement.
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Example Usage – Displacement Controlset maxU 15.0; set dU 0.1constraints transformationnumberer RCMsystem BandGeneraltest NormDispIncr 1.0e-6 6 2algorithm Newtonintegrator DispControl 3 1 $dUanalysis Staticset ok 0set currentDisp 0.0while {$ok == 0 && $currentDisp < $maxU} {
set ok [analyze 1]if {$ok != 0} { test NormDispIncr 1.0e-6 1000 1 algorithm ModifiedNewton –initial
set ok [analyze 1] test NormDispIncr 1.0e-6 6 2 algorithm Newton
}set currentDisp [nodeDisp 3 1]
}
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Example Usage – Transient Analysisset tFinal 15.0; set dT 0.01;constraints Transformationnumberer RCMsystem BandGeneraltest NormDispIncr 1.0e-6 6 2algorithm Newtonintegrator Newmark 0.5 0.25analysis Transientset ok 0set currentTime 0.0while {$ok == 0 && $currenTime < $tFinal} {
set ok [analyze 1 $dT]if {$ok != 0} { test NormDispIncr 1.0e-6 1000 1 algorithm ModifiedNewton –initial
set ok [analyze 1 $dT] test NormDispIncr 1.0e-6 6 2 algorithm Newton
}set currentTime [getTime]
}
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And Why do Finite Element AnalysisNCEER frame tested at the Taiwan facility
OpenSees
Test data
Centerline model and model with joint comparison
-0.08 -0.06 -0.04 -0.02 0 0.02 0.04 0.06 0.08-500
-400
-300
-200
-100
0
100
200
300
400
500Floor shear - inter story drift : Floor 2
-0.08 -0.06 -0.04 -0.02 0 0.02 0.04 0.06 0.08-600
-400
-200
0
200
400
600Floor shear - inter story drift : Floor 2
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And Finally Why OpenSource
• Linus’s Law: “Given enough eyeballs, all bugs areshallow”.
• Zero cost software attracts users!• Prevents community from losing software. (especially
true in a research community)• Allows Community to examine new ideas. (vital in a
research community were new ideas can be tested andvalidated by all instead of being hidden behind sometheory in a paper and limited to researchers own testdata)