unique software solution for accurate in-situ load...
TRANSCRIPT
Overview Introductionfe-safe® is the technical leader in the design anddevelopment of durability analysis software and isdedicated to meeting its customers' most demandingapplications. It develops and sells fe-safe®, the leadingfatigue analysis software suite for Finite Element models.
As a privately owned company, its independence and focusenables Safe Technology to continually bring the mostaccurate and advanced fatigue analysis technology toreal-world, industrial applications.
Wolf Star Technologies is committed to helping its clientsrealise their product development goals by leveraging thestrengths of Finite Element Analysis (FEA). Wolf StarTechnologies offers consulting services to assist withdelivering decision-ready solutions for clients' projects.
Wolf Star Technologies offers unique software solutions forin-situ load management that seamlessly integrate intothe FEA environment, to better utilise customers' FEAinvestment. Wolf Star Technologies’ software tools enableanalysis-driven product development by focusing on testcorrelation, quasi-statics and linear dynamics.
Safe Technology has partnered with Wolf Star Technologiesto bring to market fe-safe/True-Load™, a unique solutionto provide strain correlated FEA load calculations.
fe-safe/True-Load™ turns any structureinto an n-dimensional load transducer
by coupling FEA analysis withexperimental strain measurement.
Loading measurements form the biggest source of error forperforming any fatigue calculation. Until now, loading hasremained the hardest measurement to provide. Traditional loadmeasurement, which typically is not aligned with the FEA model,wastes time and money when performing design anddevelopment iteration cycles.
Strain measurement is a common approach to understandingenvironmental loading on structures but this is a time-consumingprocess and when comparing the strain measurements to FEAmodels, there is often discrepancy. This leads to poor designdecisions for future product iterations which ultimately leadsto wasted time and money in product development.
The core reason for inaccuracies is that the number of variablesinvolved are impossible to handle manually. Each point in timerequires a unique set of loadings in order to correlate to themeasured strain values. The sheer magnitude of the numberof gauges and the quantity of data makes this impossible toperform manually.
fe-safe/True-Load™ provides the solution. The software willdetermine optimal gauge placement based on the FEA model.Once strains are collected at these optimal gauge locations, thestrain data is read into the software to calculate load timehistories that will typically match the measured strain to within2% at every point in time.
With fe-safe/True-Load™ interrogating any point in the modelfor strain, stress or displacement is easy and interactive. Typically ittakes a few minutes to determine the strain gauge placement anda few minutes to back- calculate the loading profiles. Oncefe-safe/True-Load™ has calculated loading profiles, a scale-and-combine fatigue event is defined. The user only has to assignfatigue materials to the regions of interest in the FEA model.
Unique software solution for accurate in-situ load measurement
Loading events can be the biggest unknown for calculating fatigue damage.fe-safe/True-Load™ provides the solution
Case Study: Headlamp Equivalent Loading• Headlamp subjected to modal dynamic base excitation• Quasi-Static G-Loading used to place gauges• Strain measured from dynamic event• Equivalent quasi-static load histories generated via fe-safe/True-Load™• Strain correlation within 2%
Summary Technology overview
Unique software solution for accurate in-situ load measurement
fe-safe/True-Load™ calculates loading histories with remarkable accuracy
Case Study: Bushing Loads • Non-Linear analysis used to generate non-linear mount loading• Bracket turned into load transducer via fe-safe/True-Load™• Equivalent loading constructed using strains from non-linear analysis
Key benefits
• Turns complex components into multi-channel load cells• Calculates loading histories from measured strain histories• Optimises the location of strain gauge placement based
on FEA unit loads• Generates loading histories that can be used for testing
and for fatigue from FEA• Provides unprecedented Strain Correlation
on all strain channels• Generates strain correlated load histories• Generates strain correlated FEA load histories• Provides sound, methodical, math-based strain
gauge placement • Pre-conditions the FEA model for correlation
to strain data
• Reduces test and analysis time correlating loads• Reduces test costs (transducers, testing, labour)• Increases the user’s knowledge of the true loading
on the structure• Reduces time and error in setting up scale-and-combine
fatigue analysis• Provides the foundation for accurate fatigue calculation
Saves money byeliminating iteration cycles
fe-safe/True-Load™ leverages the fact that most structures havespatial regimes which behave linearly throughout theenvironmental loading regime. This means the forces applied tothe structure are proportional to the strain and displacement ofthe linear portions of the structure. This can be represented bythe graphical relationship:
This linear relationship can be written mathematically as:
The first equation above is simply Hooke's law. If Hooke's lawholds for the structure in question, then the second corollaryequation must also hold true. Through application of standardlinear algebra manipulations, the unknown correlation matrix, [C]can be found from the relationship:
The strain matrix [ ], and thus the correlation matrix [C], canbe found from strain results retrieved from FEA model unit loadcases. Once the correlation matrix has been found, theenvironmental loading is then calculated from the strain and loadcorrelation equation.
Initial strain gauge placement is chosen by searching through themodel to provide the most stable representation of the inverseof the strain matrix projection:
The objective is to maximise the determinant of the strain matrixprojection. The search is performed using an exclusive D-optimalsearch algorithm. This method leverages the linear behaviour ofthe structure, the full field stress/strain relationship of the FEAmodel and experimental strain measurement to calculateenvironmental loading without any structural modification. Froma handful of strain gauges, full field results are able to becalculated for every point in time of the environmental loading.
Process overview Key featuresThe fe-safe/True-Load™ process begins with the FEAanalyst applying unit load cases to the FEA model. Theseunit load cases represent points of load entry or uniquemodes for the structure. This is a departure fromtraditional FEA loading which typically will look at theentire loading profile in a single solution set.
Once the unit load cases are applied and strain results aresolved, the fe-safe/True-Load™ software is used todetermine the gauge placement and save the correlationmatrix. The test engineer will then place physical straingauges as indicated by fe-safe/True-Load™. Havingcollected the strain data, the test engineer will then passthe strain data back to the analyst to calculate the loadingusing True-Load/Post-Test. The analyst can now use theseloads to refine the design or send them to fe-safe® forfatigue calculations.
• Provides accurate in-situ load measurement• Generates strain correlated FEA loading• Generates pre-conditioned FEA models for testing• Enables scale-and-combine loading definition through
multi-channel data file and the loading definitionfile (LDF)
• Optimises the locations of strain gauges• Leverages the mathematics embedded in the
FEA model, thereby achieving remarkable accuracy• Saves time and money in testing• Provides hardware-in-the-loop technology
for load measurement• Includes a natural, intuitive user interface• Integrates with Abaqus CAE• Exports data quickly and easily to fe-safe®
• Eliminates iterations by understandingthe true loading environment
Unique software solution for accurate in-situ load measurement
fe-safe/True-Load™ optimises the locations of strain gauges
Case Study: ”Hangman” Fixture• Simplified structure for correlation study• Subjected to proving ground loading mounted to rear of vehicle• Forces measured independently through large mass acceleration• fe-safe/True-Load™ measurement via strain gauges mount on structure• Force correlation within 2%• Strain correlation within 0.1%
FEA Modelsfe-safe/True-Load™ leverages the linear elastic behaviour
of the FEA model. The FEA model requires strain results
to be used to develop the correlation matrix.
All element types are permitted in the FEA model. However,
gauge placement is only allowed on thin shell or membrane
elements. If the model contains solid elements in the area
of interest, a surface coating of shell elements will need
to be applied.
Any load type may be considered: point load, pressure load,
acceleration load, thermal load, enforced displacement and
mode shapes. The only requirement is that the FEA analysis
produces strain on the elements.
Currently, fe-safe/True-Load™ is enabled via an Abaqus
CAE plug-in.
A multi-platform version of fe-safe/True-Load™ is in
development.
InputTrue-Load/Pre-Test: FEA Strain datasets.
True-Load/Post-Test: Time histories of measured strain data.
OutputTrue-Load/Pre-Test: Strain gauge placement, loading
correlation matrix, HTML report.
True-Load/Post-Test: Loading functions, Scale-and-combine
loading definition, fe-safe® configuration macro, quasi-static
event file, experimental / FEA strain correlation plots at
gauges, HTML report.
Quasi-static DomainQuasi-static analysis involves the superposition of static load
cases to simulate time varying dynamic loads. Static FEA
solves are used to provide the load correlation matrices. The
measured strain data is then projected onto a load correlation
matrix to provide the time varying quasi-static loads.
Flexible Body DomainWith a flexible body domain, modes shapes are used
to develop the strain correlation matrices. Similar to the
quasi-static approach, the measured strain will be projected
onto the correlation matrices to determine modal participation
functions. These modal participation functions can then
be used to extract operating deflection shapes complete
with full field stress and strain data.
Craig-Bampton ConnectionsBy applying the quasi-static approach to connection DOF, and
then combining these results with the structural mode shapes,
fe-safe/True-Load™ will result in an experimentally derived
Craig-Bampton dynamic response of the structure.
Scale-and-combine loading for fe-safe®fe-safe/True-Load™ creates the multi-channel data file, loading
definition file and a configuration macro. The user only needs
to run the macro and then assign fatigue materials in fe-safe®.
fe-safe/True-Load™ includes the utility True-QSE which is an
interactive scale-and-combine tool which will output time
domain displacement, velocity, acceleration, stress and strain
data for any node or element in the model based on the
loading from fe-safe/True-Load™. Full field operating deflection
shapes may also be generated from True-QSE.
Capabilities overview
Unique software solution for accurate in-situ load measurement
This is not a complete list of features in fe-safe/True-Load™. To discuss your particular requirements, please contact your local fe-safe/True-Load™ representative.
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