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© ECS / Disclosure or duplication without consent is prohibited
Improving the assessment
quality of a fatigue analysis
ALTAIR Motion solve, FEMFAT LAB
virtual iteration and FEMFAT
© ECS / Disclosure or duplication without consent is prohibited
General Workflow
Author: FEMFAT SUPPORT 207.10.2015
Workflow of fatigue testing and analysis
based on road load data
Application & calibration
Data acquisition on proving ground
Load data analysis
Fatigue testing
Virtual iteration MBS model
Fatigue analysis
© ECS / Disclosure or duplication without consent is prohibited
General Workflow
Author: FEMFAT SUPPORT 307.10.2015
Acceleration
Typical responses
• Accelerations
– 1-axial
– 3-axial
• Displacements
– Draw wire displacement sensor
• Frame torsion
• Strains (directly/calibrated to
forces)
– Axle
– Ball joint
– Link
– Rod
– Spring
– Stabilizer
• Load cells
– Mount
• Wheel force transducers
Displacement
Strain – ball jointStrain – twist beam
Load cell Wheel force transducer
© ECS / Disclosure or duplication without consent is prohibited
General Workflow
Author: FEMFAT SUPPORT 407.10.2015
Workflow of fatigue testing and analysis
based on road load data
Application & calibration
Data acquisition on proving ground
Load data analysis
Fatigue testing
Virtual iteration MBS model
Fatigue analysis
© ECS / Disclosure or duplication without consent is prohibited
General Workflow
Author: FEMFAT SUPPORT 507.10.2015
• FEMFAT LAB
– Load data analysis software
• Module Virtual Iteration:
– Load data generation for simulation models
based on measurement data (test track or test
bench)
• General approach
– Generate external load based on internal,
measured response
• Same approach as the iteration process in
the laboratory (test bench)
• Excellent convergence between
measurement and simulation
• Method is automated for
– MOTIONSOLVE
– ADAMS
– SIMPACK
– RECURDYN
black…measurement
red…...simulation
© ECS / Disclosure or duplication without consent is prohibited
General Workflow
Author: FEMFAT SUPPORT 607.10.2015
Workflow of fatigue testing and analysis
based on road load data
Application & calibration
Data acquisition on proving ground
Load data analysis
Fatigue testing
Virtual iteration MBS model
Fatigue analysis
© ECS / Disclosure or duplication without consent is prohibited
General Workflow
Author: FEMFAT SUPPORT 707.10.2015
• MotionSolve model of front axle of a
passenger car (half axle)
• Computing internal forces for fatigue
analysis of the knuckle with
• Measurement signals from test track
• Desired (measurement)
• Damper force
• Ball joint force longitudinal
• Ball joint force lateral
• Tie rod force axial
• Spring displacement (used for model-check)
• Goal: load at wheel (4 channels)
• Vertical displacement (wheel center)
• Longitudinal force (wheel center)
• Steering torque (wheel center)
• Lateral force (tire patch)
© ECS / Disclosure or duplication without consent is prohibited
General Workflow
Author: FEMFAT SUPPORT 807.10.2015
Measurement signals (responses)
Damper force
Tie rod force
Ball joint forces Spring displacement
MBS: requests
© ECS / Disclosure or duplication without consent is prohibited
General Workflow
Author: FEMFAT SUPPORT 907.10.2015
Workflow of fatigue testing and analysis
based on road load data
Application & calibration
Data acquisition on proving ground
Load data analysis
Fatigue testing
Virtual iteration MBS model
Fatigue analysis
© ECS / Disclosure or duplication without consent is prohibited
VI Introduction
Author: FEMFAT SUPPORT 1007.10.2015
MOTION
SOLVE
(MBS)
Input un Output yn
Load
(drive)
Desired
(response)
Inverse non-linear problem
find load for given response
Response
Often simply and cheaply measureable
• Accelerations
• Displacements (relative)
• Strains
• Forces (internal)
Drive
High effort or not measureable
• Forces (external)
• WFT
• Load cell
• Strain gauges
• Displacements (absolute)
© ECS / Disclosure or duplication without consent is prohibited
VI Introduction
Author: FEMFAT SUPPORT 1107.10.2015
MOTION
SOLVE
(MBS)
Input un Output yn
Load
(drive)
Desired
(response)
Calculation of the transfer function (MBS):
F(s) = y0(s) / u0(s) noise signal and its response
Calculation of first drive:
u1(s)= F-1(s) yDesired(s)
Calculation of further iterations:
un+1(s)=un(s)+ F-1(s) (yDesired(s) – yn(s))
© ECS / Disclosure or duplication without consent is prohibited
VI Introduction
Author: FEMFAT SUPPORT 1207.10.2015
Iteration process
un+1 = un + F -1 ( yDesired - yn )
1. Noise
2. Response of noise
6. Response = desired 5. Response
3. Transfer function 4. Drive signal
© ECS / Disclosure or duplication without consent is prohibited
VI Results
Author: FEMFAT SUPPORT 1307.10.2015
Results: 10. iteration, rough road
© ECS / Disclosure or duplication without consent is prohibited
VI Results
Author: FEMFAT SUPPORT 1407.10.2015
Damper force – time domain 15th to 20th second Ball joint force lateral – time domain 15th to 20th second
Ball joint force longitudinal – time domain 15th to 20th second Tie rod force axial – time domain 15th to 20th second
black…measurement
red…...simulation
Results: 10. iteration, rough road
© ECS / Disclosure or duplication without consent is prohibited
VI Results
Author: FEMFAT SUPPORT 1507.10.2015
Damper force - frequency domain Ball joint force lateral - frequency domain
Ball joint force longitudinal - frequency domain Tie rod force axial - frequency domain
Results: 10. iteration, rough road black…measurement
red…...simulation
© ECS / Disclosure or duplication without consent is prohibited
VI Results
Author: FEMFAT SUPPORT 1607.10.2015
Spring displacement
(model check)
Spring displacement – time domain
Spring displacement – time domain 15th to 20th second Spring displacement – frequency domain
Results: 10. iteration, rough road
black…measurement
red…...simulation
© ECS / Disclosure or duplication without consent is prohibited
VI Results
Author: FEMFAT SUPPORT 1707.10.2015
Results: 10. Iteration – relative damage values (signal based)
Relative damage comparison
simulation to measurement
1,02
1,03
0,99
0,970,97
0,90
0,95
1,00
1,05
1,10
Damper force Bolt force lateral Bolt force
longitudinal
Tie rod force Spring deflection
relativedamagevalue
© ECS / Disclosure or duplication without consent is prohibited
General Workflow
Author: FEMFAT SUPPORT 1807.10.2015
Workflow of fatigue testing and analysis
based on road load data
Application & calibration
Data acquisition on proving ground
Load data analysis
Fatigue testing
Virtual iteration MBS model
Fatigue analysis
© ECS / Disclosure or duplication without consent is prohibited
Fatigue analysis
Author: FEMFAT SUPPORT 1907.10.2015
Internal forces of
MOTION SOLVE
using VI:
Rough road
Specimen
material data
FE structure & FE stresses
for each load case
Multi axial fatigue assessment
RESULT:
Damage Values
© ECS / Disclosure or duplication without consent is prohibited
Fatigue analysis
Author: FEMFAT SUPPORT 2007.10.2015
S/N1 modified
by FEMFAT
Load Cycles
StressAmplitude
S/N material
from specimen tests
 Stress Tensors
 Material Properties
 Stress Gradient
 Mean Stress Influence
 MultiAXial Load
 Technological Influences
 Size Influence
 Temperature Influence
 PLASTic Deformations
 SPOT Joints s
 Anisotropical Behaviour
of Arc WELDs
 etc.
© ECS / Disclosure or duplication without consent is prohibited
Fatigue analysis
Author: FEMFAT SUPPORT 2107.10.2015
 Stress Tensors
 Stress Gradient
 Mean Stress Influence
 MultiAXial Load
 Temperature Influence
 PLASTic Deformations
 etc.
Influences in FEMFAT
Finally : Component S/N curve
including all influences
FOR EACH NODE
Stress
Amplitude
Load cycles
Mean Stress
Stress
Amplitude
UTSUCS
Specimen Material Data
Mean Stress
Stress
Amplitude
UTSUCS Load cycles
© ECS / Disclosure or duplication without consent is prohibited
Fatigue analysis
Author: FEMFAT SUPPORT 2207.10.2015
 Transformation of all stress tensors
into several planes (2D,3D)
 Filtering of interesting planes
 Generation of the load histories
of the stress components
 Rainflow counting in all selected planes
 Damage analysis
(Influence Parameter Method)
 The cutting plane with maximum damage is
assumed to be the critical plane for fatigue failure
)(
)(
)(
zzzzyyzxxz
yzzyyyyxxy
xzzxyyxxxx
nnne
nnne
nnne
sss
sss
ssss
++×+
++×+
++×=

sa n
sm n
 a
 m

© ECS / Disclosure or duplication without consent is prohibited
Result comparison
Author: FEMFAT SUPPORT 2307.10.2015
Crack predicted
after 60 h
Crack observed
after 97 h
Crack predicted
after 28 h
Test bench FEMFAT with WFT FEMFAT with Virtual Iteration
© ECS / Disclosure or duplication without consent is prohibited
The future is ours to make.
Author: FEMFAT SUPPORT 2407.10.2015

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Improving of Assessment Quality of Fatigue Analysis Using: MS, FEMFAT and FEMFAT LAB Virtual Iteration

  • 1. © ECS / Disclosure or duplication without consent is prohibited Improving the assessment quality of a fatigue analysis ALTAIR Motion solve, FEMFAT LAB virtual iteration and FEMFAT
  • 2. © ECS / Disclosure or duplication without consent is prohibited General Workflow Author: FEMFAT SUPPORT 207.10.2015 Workflow of fatigue testing and analysis based on road load data Application & calibration Data acquisition on proving ground Load data analysis Fatigue testing Virtual iteration MBS model Fatigue analysis
  • 3. © ECS / Disclosure or duplication without consent is prohibited General Workflow Author: FEMFAT SUPPORT 307.10.2015 Acceleration Typical responses • Accelerations – 1-axial – 3-axial • Displacements – Draw wire displacement sensor • Frame torsion • Strains (directly/calibrated to forces) – Axle – Ball joint – Link – Rod – Spring – Stabilizer • Load cells – Mount • Wheel force transducers Displacement Strain – ball jointStrain – twist beam Load cell Wheel force transducer
  • 4. © ECS / Disclosure or duplication without consent is prohibited General Workflow Author: FEMFAT SUPPORT 407.10.2015 Workflow of fatigue testing and analysis based on road load data Application & calibration Data acquisition on proving ground Load data analysis Fatigue testing Virtual iteration MBS model Fatigue analysis
  • 5. © ECS / Disclosure or duplication without consent is prohibited General Workflow Author: FEMFAT SUPPORT 507.10.2015 • FEMFAT LAB – Load data analysis software • Module Virtual Iteration: – Load data generation for simulation models based on measurement data (test track or test bench) • General approach – Generate external load based on internal, measured response • Same approach as the iteration process in the laboratory (test bench) • Excellent convergence between measurement and simulation • Method is automated for – MOTIONSOLVE – ADAMS – SIMPACK – RECURDYN black…measurement red…...simulation
  • 6. © ECS / Disclosure or duplication without consent is prohibited General Workflow Author: FEMFAT SUPPORT 607.10.2015 Workflow of fatigue testing and analysis based on road load data Application & calibration Data acquisition on proving ground Load data analysis Fatigue testing Virtual iteration MBS model Fatigue analysis
  • 7. © ECS / Disclosure or duplication without consent is prohibited General Workflow Author: FEMFAT SUPPORT 707.10.2015 • MotionSolve model of front axle of a passenger car (half axle) • Computing internal forces for fatigue analysis of the knuckle with • Measurement signals from test track • Desired (measurement) • Damper force • Ball joint force longitudinal • Ball joint force lateral • Tie rod force axial • Spring displacement (used for model-check) • Goal: load at wheel (4 channels) • Vertical displacement (wheel center) • Longitudinal force (wheel center) • Steering torque (wheel center) • Lateral force (tire patch)
  • 8. © ECS / Disclosure or duplication without consent is prohibited General Workflow Author: FEMFAT SUPPORT 807.10.2015 Measurement signals (responses) Damper force Tie rod force Ball joint forces Spring displacement MBS: requests
  • 9. © ECS / Disclosure or duplication without consent is prohibited General Workflow Author: FEMFAT SUPPORT 907.10.2015 Workflow of fatigue testing and analysis based on road load data Application & calibration Data acquisition on proving ground Load data analysis Fatigue testing Virtual iteration MBS model Fatigue analysis
  • 10. © ECS / Disclosure or duplication without consent is prohibited VI Introduction Author: FEMFAT SUPPORT 1007.10.2015 MOTION SOLVE (MBS) Input un Output yn Load (drive) Desired (response) Inverse non-linear problem find load for given response Response Often simply and cheaply measureable • Accelerations • Displacements (relative) • Strains • Forces (internal) Drive High effort or not measureable • Forces (external) • WFT • Load cell • Strain gauges • Displacements (absolute)
  • 11. © ECS / Disclosure or duplication without consent is prohibited VI Introduction Author: FEMFAT SUPPORT 1107.10.2015 MOTION SOLVE (MBS) Input un Output yn Load (drive) Desired (response) Calculation of the transfer function (MBS): F(s) = y0(s) / u0(s) noise signal and its response Calculation of first drive: u1(s)= F-1(s) yDesired(s) Calculation of further iterations: un+1(s)=un(s)+ F-1(s) (yDesired(s) – yn(s))
  • 12. © ECS / Disclosure or duplication without consent is prohibited VI Introduction Author: FEMFAT SUPPORT 1207.10.2015 Iteration process un+1 = un + F -1 ( yDesired - yn ) 1. Noise 2. Response of noise 6. Response = desired 5. Response 3. Transfer function 4. Drive signal
  • 13. © ECS / Disclosure or duplication without consent is prohibited VI Results Author: FEMFAT SUPPORT 1307.10.2015 Results: 10. iteration, rough road
  • 14. © ECS / Disclosure or duplication without consent is prohibited VI Results Author: FEMFAT SUPPORT 1407.10.2015 Damper force – time domain 15th to 20th second Ball joint force lateral – time domain 15th to 20th second Ball joint force longitudinal – time domain 15th to 20th second Tie rod force axial – time domain 15th to 20th second black…measurement red…...simulation Results: 10. iteration, rough road
  • 15. © ECS / Disclosure or duplication without consent is prohibited VI Results Author: FEMFAT SUPPORT 1507.10.2015 Damper force - frequency domain Ball joint force lateral - frequency domain Ball joint force longitudinal - frequency domain Tie rod force axial - frequency domain Results: 10. iteration, rough road black…measurement red…...simulation
  • 16. © ECS / Disclosure or duplication without consent is prohibited VI Results Author: FEMFAT SUPPORT 1607.10.2015 Spring displacement (model check) Spring displacement – time domain Spring displacement – time domain 15th to 20th second Spring displacement – frequency domain Results: 10. iteration, rough road black…measurement red…...simulation
  • 17. © ECS / Disclosure or duplication without consent is prohibited VI Results Author: FEMFAT SUPPORT 1707.10.2015 Results: 10. Iteration – relative damage values (signal based) Relative damage comparison simulation to measurement 1,02 1,03 0,99 0,970,97 0,90 0,95 1,00 1,05 1,10 Damper force Bolt force lateral Bolt force longitudinal Tie rod force Spring deflection relativedamagevalue
  • 18. © ECS / Disclosure or duplication without consent is prohibited General Workflow Author: FEMFAT SUPPORT 1807.10.2015 Workflow of fatigue testing and analysis based on road load data Application & calibration Data acquisition on proving ground Load data analysis Fatigue testing Virtual iteration MBS model Fatigue analysis
  • 19. © ECS / Disclosure or duplication without consent is prohibited Fatigue analysis Author: FEMFAT SUPPORT 1907.10.2015 Internal forces of MOTION SOLVE using VI: Rough road Specimen material data FE structure & FE stresses for each load case Multi axial fatigue assessment RESULT: Damage Values
  • 20. © ECS / Disclosure or duplication without consent is prohibited Fatigue analysis Author: FEMFAT SUPPORT 2007.10.2015 S/N1 modified by FEMFAT Load Cycles StressAmplitude S/N material from specimen tests  Stress Tensors  Material Properties  Stress Gradient  Mean Stress Influence  MultiAXial Load  Technological Influences  Size Influence  Temperature Influence  PLASTic Deformations  SPOT Joints s  Anisotropical Behaviour of Arc WELDs  etc.
  • 21. © ECS / Disclosure or duplication without consent is prohibited Fatigue analysis Author: FEMFAT SUPPORT 2107.10.2015  Stress Tensors  Stress Gradient  Mean Stress Influence  MultiAXial Load  Temperature Influence  PLASTic Deformations  etc. Influences in FEMFAT Finally : Component S/N curve including all influences FOR EACH NODE Stress Amplitude Load cycles Mean Stress Stress Amplitude UTSUCS Specimen Material Data Mean Stress Stress Amplitude UTSUCS Load cycles
  • 22. © ECS / Disclosure or duplication without consent is prohibited Fatigue analysis Author: FEMFAT SUPPORT 2207.10.2015  Transformation of all stress tensors into several planes (2D,3D)  Filtering of interesting planes  Generation of the load histories of the stress components  Rainflow counting in all selected planes  Damage analysis (Influence Parameter Method)  The cutting plane with maximum damage is assumed to be the critical plane for fatigue failure )( )( )( zzzzyyzxxz yzzyyyyxxy xzzxyyxxxx nnne nnne nnne sss sss ssss ++×+ ++×+ ++×=  sa n sm n  a  m 
  • 23. © ECS / Disclosure or duplication without consent is prohibited Result comparison Author: FEMFAT SUPPORT 2307.10.2015 Crack predicted after 60 h Crack observed after 97 h Crack predicted after 28 h Test bench FEMFAT with WFT FEMFAT with Virtual Iteration
  • 24. © ECS / Disclosure or duplication without consent is prohibited The future is ours to make. Author: FEMFAT SUPPORT 2407.10.2015