SlideShare a Scribd company logo
1 of 46
Modeling the PercussionModeling the Percussion
Response of LaminatedResponse of Laminated
Materials and Glass ColumnsMaterials and Glass Columns
through the use ofthrough the use of
Computational MethodsComputational Methods
Ian NievesIan Nieves
ObjectivesObjectives
• Damping and PercussionDamping and Percussion
• PeriometerPeriometer
• Modeling with Finite ElementModeling with Finite Element
Analysis (FEA)Analysis (FEA)
• Modeling Periometer TestingModeling Periometer Testing
Laminated Materials - DampingLaminated Materials - Damping
Glass Columns - DefectsGlass Columns - Defects
DampingDamping
• Energy dissipation during mechanical actionEnergy dissipation during mechanical action
• Intrinsic dampingIntrinsic damping: energy thermally: energy thermally
dissipated through microstructural changesdissipated through microstructural changes
• Damping a function of material structureDamping a function of material structure
U
D
π
η
2
= δη tan
'
"
==
E
E
Intrinsic Damping and TissueIntrinsic Damping and Tissue
RegenerationRegeneration
• Dominant paradigm of bone maintenance
(Mechanostat) = skeletal remodeling and
repair mediated by damping + dynamic
stresses
• Clinical studies implement damping in
prosthetics integration2
22
James C. Earthman, Cherilyn Sheets, J. Paquete, et al, Tissue EngineeringJames C. Earthman, Cherilyn Sheets, J. Paquete, et al, Tissue Engineering
in Dentistry,in Dentistry, Clin. Plastic Surg.Clin. Plastic Surg., Vol. 30, pp. 621 – 639, 2003, Vol. 30, pp. 621 – 639, 2003
22
James C. Earthman, Cherilyn Sheets, J. Paquete, et al, Tissue EngineeringJames C. Earthman, Cherilyn Sheets, J. Paquete, et al, Tissue Engineering
in Dentistry,in Dentistry, Clin. Plastic Surg.Clin. Plastic Surg., Vol. 30, pp. 621 – 639, 2003, Vol. 30, pp. 621 – 639, 2003
PercussionPercussion
• Generate mechanical pulses through impactGenerate mechanical pulses through impact
• Pulse parameters (intensity, duration, etc.)Pulse parameters (intensity, duration, etc.)
modified in situ through dampingmodified in situ through damping
• Pulsate mechanics similar to biologicalPulsate mechanics similar to biological
activities (Running, etc.)activities (Running, etc.)
*Bakos et al., Acta Veterinaria Hungarica (2003).
PeriometerPeriometer
Workstation withWorkstation with
VirtualVirtual
InstrumentationInstrumentation
PercussionPercussion
ProbeProbe
ControlControl
InstrumentInstrument
ation andation and
SensorsSensors
PeriometerPeriometer
Calculation of Force andCalculation of Force and
AccelerationAcceleration
[ ]fi
vvmKE 22
2
1
−=
U
CUER
π
η
2
2 −−=
maF =
0
0.5
1
1.5
2
2.5
3
0 1 2 3 4 5 6 7
EnergyReturn(ergs)EnergyReturn(ergs)
Time (ms)Time (ms)
Energy Return =Energy Return = ERER == CC11 xx FF22
Periometer Wave DynamicsPeriometer Wave Dynamics
DEFECT DETECTIONDEFECT DETECTION
Modeling PercussionModeling Percussion
• Validate percussion responseValidate percussion response
• Elucidate mechanisms underlyingElucidate mechanisms underlying
responseresponse
• Predict facets of percussion profilePredict facets of percussion profile
• Taylor and refine detection capabilitiesTaylor and refine detection capabilities
• Facilitate construction of “PercussionFacilitate construction of “Percussion
Spectrum”Spectrum”
Finite Element Analysis (FEA)Finite Element Analysis (FEA)
 Creates representations of geometryCreates representations of geometry
 Uses geometry as template for networkUses geometry as template for network
(mesh) of discrete lattice points (nodes)(mesh) of discrete lattice points (nodes)
 Nodes are vertices for line, planar orNodes are vertices for line, planar or
polyhedral elementspolyhedral elements
 Uses Shape Functions to solve to produceUses Shape Functions to solve to produce
predictions of nodal (acceleration,predictions of nodal (acceleration,
displacement) and elemental (stress) resultsdisplacement) and elemental (stress) results
in response to inputs (initial and boundaryin response to inputs (initial and boundary
conditions)conditions)
ElementsElements
Idealized Hexagonal element used forIdealized Hexagonal element used for
virgin testing materials and full-scalevirgin testing materials and full-scale
Hexagonal elements in cylindricalHexagonal elements in cylindrical
probe with nodes adjacent toprobe with nodes adjacent to
accelerometeraccelerometer
Dytran vs.Dytran vs. MARCMARC
• Dytran specialized forDytran specialized for
ballistic modelingballistic modeling –– moremore
detailed resultsdetailed results
• Explicit solver –Explicit solver – ∆t∆tCritCrit
automatically calculatedautomatically calculated
• DYMAT 24 PiecewiseDYMAT 24 Piecewise
Linear PlasticityLinear Plasticity
(elastoplastic) material(elastoplastic) material
modelmodel
• Matrig rigid materialMatrig rigid material
model – only requiresmodel – only requires
mass inputmass input
• MARC capable of ballisticMARC capable of ballistic
modeling, specialized formodeling, specialized for
elastomeric analysiselastomeric analysis
• Implicit Solver -Implicit Solver - ∆t∆tCritCrit
calculated throughcalculated through
inspectioninspection
• Elastic Material modelElastic Material model
• Rayleigh damping modelRayleigh damping model
– intrinsic damping input– intrinsic damping input
DytranDytran MARCMARC
Stepped ProbeStepped Probe
ConstructionConstruction
Rigid Probe and Glass Column
Construction
MeshesMeshes
Boundary Conditions forBoundary Conditions for
Laminated MaterialsLaminated Materials
Initial and Boundary ConditionsInitial and Boundary Conditions
for Rigid Probe and Glass Columnsfor Rigid Probe and Glass Columns
Material ParametersMaterial Parameters
Material
Model
Material E (KPa) ρ (kg/mm3
) ν σys (KPa) Code
DYMAT 24
Steel 1.93108
8.00x10-6
0.30 4.40x104
Dytran
Al 6061 7.00x107
2.70x10-6
0.35 3.95x105
PTFE 5.00x105
2.10x10-6
0.40 9.00x104
Glass 7.03x107
2.47x10-6
0.22 6.90x104
PMMA 3.30x106
1.19x10-6
0.37 1.07x105
PLGA 3.50x106
1.19x10-6
0.40 4.4x104
Elastic
Steel 1.93108
8.00x10-6
0.30
MARC
Al 6061 7.00x107
2.70x10-6
0.35
PTFE 5.00x105
2.10x10-6
0.40
Glass 7.03x107
2.47x10-6
0.22
PMMA 3.30x106
1.19x10-6
0.37
PLGA 3.50x106
1.19x10-6
0.40
Intrinsic Damping in MARCIntrinsic Damping in MARC
Material Al PTFE PMMA
η 0.0003 0.1038 0.0400
• Rayleigh Damping Function: C = αM + (β+gt)K, MRayleigh Damping Function: C = αM + (β+gt)K, M
= Mass Matrix, K = Stiffness Matrix, C = Damping= Mass Matrix, K = Stiffness Matrix, C = Damping
MatrixMatrix
• Damping is proportional to stiffness and massDamping is proportional to stiffness and mass
• Stiffness Matrix Factor(Stiffness Matrix Factor(β) = 2(η)/π(lowest modalβ) = 2(η)/π(lowest modal
frequency(Hz))frequency(Hz))
• η = Loss Coefficientη = Loss Coefficient
• Modal frequency material specific, derivedModal frequency material specific, derived
through MARC modal analysisthrough MARC modal analysis
Al MonolithsAl Monoliths
3.175 mm thick Al Monolith: Results3.175 mm thick Al Monolith: Results
Stepped ProbeStepped Probe
Stepped Probe: MARCStepped Probe: MARC
Cylindrical Probe: DytranCylindrical Probe: Dytran
Cylindrical Probe:Cylindrical Probe:
DytranDytran
Cylindrical Probe: MARCCylindrical Probe: MARC
Size Effects: 500 x 500 x 3.175 mm Al MonolithSize Effects: 500 x 500 x 3.175 mm Al Monolith
and 27 gram Probeand 27 gram Probe
k
m
T =
27 gram Probe27 gram Probe 500 mm x 500 mm x 3.175 mm Monolith500 mm x 500 mm x 3.175 mm Monolith
Al – PTFE Scaffolds withAl – PTFE Scaffolds with
Rigid ProbeRigid Probe
Al – PTFE Scaffolds withAl – PTFE Scaffolds with
Stepped Probe and IntrinsicStepped Probe and Intrinsic
DampingDamping
3.175 PTFE: 3.175 Al3.175 PTFE: 3.175 Al 1.58 PTFE: 3.175 Al1.58 PTFE: 3.175 Al
PMMA Scaffold with IntrinsicPMMA Scaffold with Intrinsic
DampingDamping
Scaffold and ProbeScaffold and Probe Layer with DefectLayer with Defect
PMMA Scaffold with IntrinsicPMMA Scaffold with Intrinsic
Damping: Origin of ShoulderDamping: Origin of Shoulder
Intrinsic DampingIntrinsic Damping No Intrinsic DampingNo Intrinsic Damping
PLGA Scaffold: Mesh re-Enforcement andPLGA Scaffold: Mesh re-Enforcement and
Stress AttenuationStress Attenuation
1
J. Calvert, L. Weiss, New Frontiers in Bone Tissue
Engineering, Clin. Plast. Surg., Vol. 30, pp. 641 – 648,
2003
• PLGA demonstrated toPLGA demonstrated to
stimulate bonestimulate bone
and vascular regenerationand vascular regeneration11
Re-enforcedRe-enforced
VirginVirgin
Glass DefectGlass Defect
0.2 mm0.2 mm
Glass used to model rigid biological materials:Glass used to model rigid biological materials:
bone, enamel, etc.bone, enamel, etc.
Cylindrical Probe and Glass ControlCylindrical Probe and Glass Control
MARCMARC
DytranDytran
Stepped Probe and Glass Control:Stepped Probe and Glass Control:
Acceleration ResultsAcceleration Results
T ≈ 0.18 msecT ≈ 0.18 msec
T ≈ 0.25 msecT ≈ 0.25 msec
T ≈ 0.25 msecT ≈ 0.25 msec
MARCMARC
DytranDytran
Rigid Probe and Glass ControlRigid Probe and Glass Control
Stepped Probe and Trench DefectStepped Probe and Trench Defect
“T” ≈0.58 msec “T” ≈0.58 msec
Trench Crack: Averaged ProbeTrench Crack: Averaged Probe
Acceleration (Dytran)Acceleration (Dytran)
Averaged Probe nodalAveraged Probe nodal
accelerationsaccelerations
for indicated planesfor indicated planes
Wedge Crack GeometryWedge Crack Geometry
Shoulder
Peak
Shoulder
Peak
Semi-Circular Aligned Crack:Semi-Circular Aligned Crack:
AccelerationAcceleration
1 mmCross SectionCross Section
PerpendicularPerpendicular
to Impactto Impact
PlanePlane
Crack Boundary EffectsCrack Boundary Effects
Rigid Probe with 1 mm transverse
Crack
Glass Controls: FEA vs. Percussion
Y–AxisAcceleration(mm/secY–AxisAcceleration(mm/sec22
)
Time (sec)Time (sec)
Glass control acceleration accurately modeled with stepped probe
Cracked Glass : FEA vs. Percussion
Y–AxisAcceleration(mm/secY–AxisAcceleration(mm/sec22
)
Y–AxisAcceleration(mm/secY–AxisAcceleration(mm/sec22
)
Y–AxisAcceleration(mm/secY–AxisAcceleration(mm/sec22
)
Time (sec)Time (sec) Time (sec)Time (sec)
Time (sec)Time (sec)
Crack Stresses (KPa)
Semi-circular crack withSemi-circular crack with
square edgesquare edge
Semi-
circular
crack
with
round
edge
Wedge-formWedge-form
crackcrack
with roundwith round
edgeedge
Interference EffectsInterference Effects
Summary
• FEA can elucidate mechanical origin of probeFEA can elucidate mechanical origin of probe
signalssignals
• FEA – based modeling can accurately modelFEA – based modeling can accurately model
defect detection in rigid materialsdefect detection in rigid materials
• FEA can qualitatively evaluate energyFEA can qualitatively evaluate energy
dissipation in biomedical scaffoldsdissipation in biomedical scaffolds
• Modeling indicates dependence ofModeling indicates dependence of
Periometer function on interference effectsPeriometer function on interference effects
• Further modeling – experimental is requiredFurther modeling – experimental is required
to refine intrinsic damping modelingto refine intrinsic damping modeling
AcknowledgementsAcknowledgements
• Dr. James Earthman
• MSC Software Corporation,
Santa Ana, CA

More Related Content

What's hot

Cl31377380
Cl31377380Cl31377380
Cl31377380
IJMER
 
DO NOT EDIT BMG in Indentation ISMANAM2013
DO NOT EDIT BMG in Indentation ISMANAM2013DO NOT EDIT BMG in Indentation ISMANAM2013
DO NOT EDIT BMG in Indentation ISMANAM2013
Aravinda Abeygunawardane
 
SAMPE 2016_PREDICTING STRESS RELAXATION BEHAVIOR
SAMPE 2016_PREDICTING STRESS RELAXATION BEHAVIORSAMPE 2016_PREDICTING STRESS RELAXATION BEHAVIOR
SAMPE 2016_PREDICTING STRESS RELAXATION BEHAVIOR
Anand Vijay Karuppiah
 
Nuclear Engineer & Design
Nuclear Engineer & Design Nuclear Engineer & Design
Nuclear Engineer & Design
Kulwinder Kaur
 
Dislocation depletion in thin films
Dislocation depletion in thin filmsDislocation depletion in thin films
Dislocation depletion in thin films
Kedarnath Kolluri
 

What's hot (12)

Cl31377380
Cl31377380Cl31377380
Cl31377380
 
Ball beaing
Ball beaingBall beaing
Ball beaing
 
Ballistic
BallisticBallistic
Ballistic
 
DO NOT EDIT BMG in Indentation ISMANAM2013
DO NOT EDIT BMG in Indentation ISMANAM2013DO NOT EDIT BMG in Indentation ISMANAM2013
DO NOT EDIT BMG in Indentation ISMANAM2013
 
High manganese conference Korea ECCI
High manganese conference Korea ECCI High manganese conference Korea ECCI
High manganese conference Korea ECCI
 
SAMPE 2016_PREDICTING STRESS RELAXATION BEHAVIOR
SAMPE 2016_PREDICTING STRESS RELAXATION BEHAVIORSAMPE 2016_PREDICTING STRESS RELAXATION BEHAVIOR
SAMPE 2016_PREDICTING STRESS RELAXATION BEHAVIOR
 
Target Fabrication Capabilities
Target Fabrication CapabilitiesTarget Fabrication Capabilities
Target Fabrication Capabilities
 
Nuclear Engineer & Design
Nuclear Engineer & Design Nuclear Engineer & Design
Nuclear Engineer & Design
 
Geotextile Turbidity Curtain Failure
Geotextile Turbidity Curtain FailureGeotextile Turbidity Curtain Failure
Geotextile Turbidity Curtain Failure
 
Opm Oxpekk Friction And Wear Nano Profile Report 10 2042 V2
Opm Oxpekk Friction And Wear   Nano Profile Report 10 2042 V2Opm Oxpekk Friction And Wear   Nano Profile Report 10 2042 V2
Opm Oxpekk Friction And Wear Nano Profile Report 10 2042 V2
 
Dislocation depletion in thin films
Dislocation depletion in thin filmsDislocation depletion in thin films
Dislocation depletion in thin films
 
On the effect of heat treatment on the forming properties of pre-deformed low...
On the effect of heat treatment on the forming properties of pre-deformed low...On the effect of heat treatment on the forming properties of pre-deformed low...
On the effect of heat treatment on the forming properties of pre-deformed low...
 

Similar to PhD Dissertation Defense

Inherently adaptivestructuralmaterials
Inherently adaptivestructuralmaterialsInherently adaptivestructuralmaterials
Inherently adaptivestructuralmaterials
Clifford Stone
 
Stress and Durability Analysis of Threaded Connections in a Cast Aluminum Cyl...
Stress and Durability Analysis of Threaded Connections in a Cast Aluminum Cyl...Stress and Durability Analysis of Threaded Connections in a Cast Aluminum Cyl...
Stress and Durability Analysis of Threaded Connections in a Cast Aluminum Cyl...
Altair
 
BSSM_Conference_UOE__5th Sep 2016_compresed
BSSM_Conference_UOE__5th Sep 2016_compresed BSSM_Conference_UOE__5th Sep 2016_compresed
BSSM_Conference_UOE__5th Sep 2016_compresed
Luqmaan Fazal Ph.D.
 
WilliamLAI - From Rigid to Soft
WilliamLAI - From Rigid to SoftWilliamLAI - From Rigid to Soft
WilliamLAI - From Rigid to Soft
William Lai, PhD
 
Undergrad Thesis Presentation
Undergrad Thesis PresentationUndergrad Thesis Presentation
Undergrad Thesis Presentation
Romana Rinky
 
Numerical and experimental impact analysis of square crash box structure with...
Numerical and experimental impact analysis of square crash box structure with...Numerical and experimental impact analysis of square crash box structure with...
Numerical and experimental impact analysis of square crash box structure with...
sahril afandi sitompul
 
9-24-CX-Rev-ASME presentation-final
9-24-CX-Rev-ASME presentation-final9-24-CX-Rev-ASME presentation-final
9-24-CX-Rev-ASME presentation-final
Xiao CHEN
 

Similar to PhD Dissertation Defense (20)

Analysing and Comparing the Behaviours of Cylindrical Fatigue Specimens Made ...
Analysing and Comparing the Behaviours of Cylindrical Fatigue Specimens Made ...Analysing and Comparing the Behaviours of Cylindrical Fatigue Specimens Made ...
Analysing and Comparing the Behaviours of Cylindrical Fatigue Specimens Made ...
 
CHARACTERIZATION OF SHAPE MEMORY ALLOY FOR VIBRATION ATTENUATION IN SMART STR...
CHARACTERIZATION OF SHAPE MEMORY ALLOY FOR VIBRATION ATTENUATION IN SMART STR...CHARACTERIZATION OF SHAPE MEMORY ALLOY FOR VIBRATION ATTENUATION IN SMART STR...
CHARACTERIZATION OF SHAPE MEMORY ALLOY FOR VIBRATION ATTENUATION IN SMART STR...
 
Inherently adaptivestructuralmaterials
Inherently adaptivestructuralmaterialsInherently adaptivestructuralmaterials
Inherently adaptivestructuralmaterials
 
journal club presentation- prosthodontics-Deformation and retentive force fol...
journal club presentation- prosthodontics-Deformation and retentive force fol...journal club presentation- prosthodontics-Deformation and retentive force fol...
journal club presentation- prosthodontics-Deformation and retentive force fol...
 
Stress and Durability Analysis of Threaded Connections in a Cast Aluminum Cyl...
Stress and Durability Analysis of Threaded Connections in a Cast Aluminum Cyl...Stress and Durability Analysis of Threaded Connections in a Cast Aluminum Cyl...
Stress and Durability Analysis of Threaded Connections in a Cast Aluminum Cyl...
 
Micromec2014
Micromec2014Micromec2014
Micromec2014
 
Modeling of risers using hybrid fea
Modeling of risers using hybrid feaModeling of risers using hybrid fea
Modeling of risers using hybrid fea
 
BSSM_Conference_UOE__5th Sep 2016_compresed
BSSM_Conference_UOE__5th Sep 2016_compresed BSSM_Conference_UOE__5th Sep 2016_compresed
BSSM_Conference_UOE__5th Sep 2016_compresed
 
Peb ppt 3
Peb ppt 3Peb ppt 3
Peb ppt 3
 
WilliamLAI - From Rigid to Soft
WilliamLAI - From Rigid to SoftWilliamLAI - From Rigid to Soft
WilliamLAI - From Rigid to Soft
 
Undergrad Thesis Presentation
Undergrad Thesis PresentationUndergrad Thesis Presentation
Undergrad Thesis Presentation
 
Intro to Composite Laminates
Intro to Composite LaminatesIntro to Composite Laminates
Intro to Composite Laminates
 
Fracture behaviour and damage characterisation in composite impact panels by ...
Fracture behaviour and damage characterisation in composite impact panels by ...Fracture behaviour and damage characterisation in composite impact panels by ...
Fracture behaviour and damage characterisation in composite impact panels by ...
 
Modelling in-plane and out-of-plane response of infilled frames through a fib...
Modelling in-plane and out-of-plane response of infilled frames through a fib...Modelling in-plane and out-of-plane response of infilled frames through a fib...
Modelling in-plane and out-of-plane response of infilled frames through a fib...
 
IRJET - Study of free vibration characteristics of cantilever beams throu...
IRJET -  	  Study of free vibration characteristics of cantilever beams throu...IRJET -  	  Study of free vibration characteristics of cantilever beams throu...
IRJET - Study of free vibration characteristics of cantilever beams throu...
 
IRJET- Investigation and Analysis of Multiple Cracks in Cantilever Beam by us...
IRJET- Investigation and Analysis of Multiple Cracks in Cantilever Beam by us...IRJET- Investigation and Analysis of Multiple Cracks in Cantilever Beam by us...
IRJET- Investigation and Analysis of Multiple Cracks in Cantilever Beam by us...
 
kupdf.net_is-14268-2017-strands-for-prestressed-concrete.pdf
kupdf.net_is-14268-2017-strands-for-prestressed-concrete.pdfkupdf.net_is-14268-2017-strands-for-prestressed-concrete.pdf
kupdf.net_is-14268-2017-strands-for-prestressed-concrete.pdf
 
Numerical and experimental impact analysis of square crash box structure with...
Numerical and experimental impact analysis of square crash box structure with...Numerical and experimental impact analysis of square crash box structure with...
Numerical and experimental impact analysis of square crash box structure with...
 
9-24-CX-Rev-ASME presentation-final
9-24-CX-Rev-ASME presentation-final9-24-CX-Rev-ASME presentation-final
9-24-CX-Rev-ASME presentation-final
 
Final_Latest
Final_LatestFinal_Latest
Final_Latest
 

Recently uploaded

Cloud Frontiers: A Deep Dive into Serverless Spatial Data and FME
Cloud Frontiers:  A Deep Dive into Serverless Spatial Data and FMECloud Frontiers:  A Deep Dive into Serverless Spatial Data and FME
Cloud Frontiers: A Deep Dive into Serverless Spatial Data and FME
Safe Software
 
Cloud Frontiers: A Deep Dive into Serverless Spatial Data and FME
Cloud Frontiers:  A Deep Dive into Serverless Spatial Data and FMECloud Frontiers:  A Deep Dive into Serverless Spatial Data and FME
Cloud Frontiers: A Deep Dive into Serverless Spatial Data and FME
Safe Software
 
Why Teams call analytics are critical to your entire business
Why Teams call analytics are critical to your entire businessWhy Teams call analytics are critical to your entire business
Why Teams call analytics are critical to your entire business
panagenda
 
Architecting Cloud Native Applications
Architecting Cloud Native ApplicationsArchitecting Cloud Native Applications
Architecting Cloud Native Applications
WSO2
 
Finding Java's Hidden Performance Traps @ DevoxxUK 2024
Finding Java's Hidden Performance Traps @ DevoxxUK 2024Finding Java's Hidden Performance Traps @ DevoxxUK 2024
Finding Java's Hidden Performance Traps @ DevoxxUK 2024
Victor Rentea
 

Recently uploaded (20)

Web Form Automation for Bonterra Impact Management (fka Social Solutions Apri...
Web Form Automation for Bonterra Impact Management (fka Social Solutions Apri...Web Form Automation for Bonterra Impact Management (fka Social Solutions Apri...
Web Form Automation for Bonterra Impact Management (fka Social Solutions Apri...
 
Apidays New York 2024 - APIs in 2030: The Risk of Technological Sleepwalk by ...
Apidays New York 2024 - APIs in 2030: The Risk of Technological Sleepwalk by ...Apidays New York 2024 - APIs in 2030: The Risk of Technological Sleepwalk by ...
Apidays New York 2024 - APIs in 2030: The Risk of Technological Sleepwalk by ...
 
TrustArc Webinar - Unlock the Power of AI-Driven Data Discovery
TrustArc Webinar - Unlock the Power of AI-Driven Data DiscoveryTrustArc Webinar - Unlock the Power of AI-Driven Data Discovery
TrustArc Webinar - Unlock the Power of AI-Driven Data Discovery
 
How to Troubleshoot Apps for the Modern Connected Worker
How to Troubleshoot Apps for the Modern Connected WorkerHow to Troubleshoot Apps for the Modern Connected Worker
How to Troubleshoot Apps for the Modern Connected Worker
 
CNIC Information System with Pakdata Cf In Pakistan
CNIC Information System with Pakdata Cf In PakistanCNIC Information System with Pakdata Cf In Pakistan
CNIC Information System with Pakdata Cf In Pakistan
 
Cloud Frontiers: A Deep Dive into Serverless Spatial Data and FME
Cloud Frontiers:  A Deep Dive into Serverless Spatial Data and FMECloud Frontiers:  A Deep Dive into Serverless Spatial Data and FME
Cloud Frontiers: A Deep Dive into Serverless Spatial Data and FME
 
Cloud Frontiers: A Deep Dive into Serverless Spatial Data and FME
Cloud Frontiers:  A Deep Dive into Serverless Spatial Data and FMECloud Frontiers:  A Deep Dive into Serverless Spatial Data and FME
Cloud Frontiers: A Deep Dive into Serverless Spatial Data and FME
 
Why Teams call analytics are critical to your entire business
Why Teams call analytics are critical to your entire businessWhy Teams call analytics are critical to your entire business
Why Teams call analytics are critical to your entire business
 
Introduction to Multilingual Retrieval Augmented Generation (RAG)
Introduction to Multilingual Retrieval Augmented Generation (RAG)Introduction to Multilingual Retrieval Augmented Generation (RAG)
Introduction to Multilingual Retrieval Augmented Generation (RAG)
 
Understanding the FAA Part 107 License ..
Understanding the FAA Part 107 License ..Understanding the FAA Part 107 License ..
Understanding the FAA Part 107 License ..
 
MS Copilot expands with MS Graph connectors
MS Copilot expands with MS Graph connectorsMS Copilot expands with MS Graph connectors
MS Copilot expands with MS Graph connectors
 
AWS Community Day CPH - Three problems of Terraform
AWS Community Day CPH - Three problems of TerraformAWS Community Day CPH - Three problems of Terraform
AWS Community Day CPH - Three problems of Terraform
 
FWD Group - Insurer Innovation Award 2024
FWD Group - Insurer Innovation Award 2024FWD Group - Insurer Innovation Award 2024
FWD Group - Insurer Innovation Award 2024
 
Elevate Developer Efficiency & build GenAI Application with Amazon Q​
Elevate Developer Efficiency & build GenAI Application with Amazon Q​Elevate Developer Efficiency & build GenAI Application with Amazon Q​
Elevate Developer Efficiency & build GenAI Application with Amazon Q​
 
Architecting Cloud Native Applications
Architecting Cloud Native ApplicationsArchitecting Cloud Native Applications
Architecting Cloud Native Applications
 
Navigating the Deluge_ Dubai Floods and the Resilience of Dubai International...
Navigating the Deluge_ Dubai Floods and the Resilience of Dubai International...Navigating the Deluge_ Dubai Floods and the Resilience of Dubai International...
Navigating the Deluge_ Dubai Floods and the Resilience of Dubai International...
 
EMPOWERMENT TECHNOLOGY GRADE 11 QUARTER 2 REVIEWER
EMPOWERMENT TECHNOLOGY GRADE 11 QUARTER 2 REVIEWEREMPOWERMENT TECHNOLOGY GRADE 11 QUARTER 2 REVIEWER
EMPOWERMENT TECHNOLOGY GRADE 11 QUARTER 2 REVIEWER
 
Finding Java's Hidden Performance Traps @ DevoxxUK 2024
Finding Java's Hidden Performance Traps @ DevoxxUK 2024Finding Java's Hidden Performance Traps @ DevoxxUK 2024
Finding Java's Hidden Performance Traps @ DevoxxUK 2024
 
MINDCTI Revenue Release Quarter One 2024
MINDCTI Revenue Release Quarter One 2024MINDCTI Revenue Release Quarter One 2024
MINDCTI Revenue Release Quarter One 2024
 
Boost Fertility New Invention Ups Success Rates.pdf
Boost Fertility New Invention Ups Success Rates.pdfBoost Fertility New Invention Ups Success Rates.pdf
Boost Fertility New Invention Ups Success Rates.pdf
 

PhD Dissertation Defense

  • 1. Modeling the PercussionModeling the Percussion Response of LaminatedResponse of Laminated Materials and Glass ColumnsMaterials and Glass Columns through the use ofthrough the use of Computational MethodsComputational Methods Ian NievesIan Nieves
  • 2. ObjectivesObjectives • Damping and PercussionDamping and Percussion • PeriometerPeriometer • Modeling with Finite ElementModeling with Finite Element Analysis (FEA)Analysis (FEA) • Modeling Periometer TestingModeling Periometer Testing Laminated Materials - DampingLaminated Materials - Damping Glass Columns - DefectsGlass Columns - Defects
  • 3. DampingDamping • Energy dissipation during mechanical actionEnergy dissipation during mechanical action • Intrinsic dampingIntrinsic damping: energy thermally: energy thermally dissipated through microstructural changesdissipated through microstructural changes • Damping a function of material structureDamping a function of material structure U D π η 2 = δη tan ' " == E E
  • 4. Intrinsic Damping and TissueIntrinsic Damping and Tissue RegenerationRegeneration • Dominant paradigm of bone maintenance (Mechanostat) = skeletal remodeling and repair mediated by damping + dynamic stresses • Clinical studies implement damping in prosthetics integration2 22 James C. Earthman, Cherilyn Sheets, J. Paquete, et al, Tissue EngineeringJames C. Earthman, Cherilyn Sheets, J. Paquete, et al, Tissue Engineering in Dentistry,in Dentistry, Clin. Plastic Surg.Clin. Plastic Surg., Vol. 30, pp. 621 – 639, 2003, Vol. 30, pp. 621 – 639, 2003 22 James C. Earthman, Cherilyn Sheets, J. Paquete, et al, Tissue EngineeringJames C. Earthman, Cherilyn Sheets, J. Paquete, et al, Tissue Engineering in Dentistry,in Dentistry, Clin. Plastic Surg.Clin. Plastic Surg., Vol. 30, pp. 621 – 639, 2003, Vol. 30, pp. 621 – 639, 2003
  • 5. PercussionPercussion • Generate mechanical pulses through impactGenerate mechanical pulses through impact • Pulse parameters (intensity, duration, etc.)Pulse parameters (intensity, duration, etc.) modified in situ through dampingmodified in situ through damping • Pulsate mechanics similar to biologicalPulsate mechanics similar to biological activities (Running, etc.)activities (Running, etc.) *Bakos et al., Acta Veterinaria Hungarica (2003).
  • 8. Calculation of Force andCalculation of Force and AccelerationAcceleration [ ]fi vvmKE 22 2 1 −= U CUER π η 2 2 −−= maF = 0 0.5 1 1.5 2 2.5 3 0 1 2 3 4 5 6 7 EnergyReturn(ergs)EnergyReturn(ergs) Time (ms)Time (ms) Energy Return =Energy Return = ERER == CC11 xx FF22
  • 11. Modeling PercussionModeling Percussion • Validate percussion responseValidate percussion response • Elucidate mechanisms underlyingElucidate mechanisms underlying responseresponse • Predict facets of percussion profilePredict facets of percussion profile • Taylor and refine detection capabilitiesTaylor and refine detection capabilities • Facilitate construction of “PercussionFacilitate construction of “Percussion Spectrum”Spectrum”
  • 12. Finite Element Analysis (FEA)Finite Element Analysis (FEA)  Creates representations of geometryCreates representations of geometry  Uses geometry as template for networkUses geometry as template for network (mesh) of discrete lattice points (nodes)(mesh) of discrete lattice points (nodes)  Nodes are vertices for line, planar orNodes are vertices for line, planar or polyhedral elementspolyhedral elements  Uses Shape Functions to solve to produceUses Shape Functions to solve to produce predictions of nodal (acceleration,predictions of nodal (acceleration, displacement) and elemental (stress) resultsdisplacement) and elemental (stress) results in response to inputs (initial and boundaryin response to inputs (initial and boundary conditions)conditions)
  • 13. ElementsElements Idealized Hexagonal element used forIdealized Hexagonal element used for virgin testing materials and full-scalevirgin testing materials and full-scale Hexagonal elements in cylindricalHexagonal elements in cylindrical probe with nodes adjacent toprobe with nodes adjacent to accelerometeraccelerometer
  • 14. Dytran vs.Dytran vs. MARCMARC • Dytran specialized forDytran specialized for ballistic modelingballistic modeling –– moremore detailed resultsdetailed results • Explicit solver –Explicit solver – ∆t∆tCritCrit automatically calculatedautomatically calculated • DYMAT 24 PiecewiseDYMAT 24 Piecewise Linear PlasticityLinear Plasticity (elastoplastic) material(elastoplastic) material modelmodel • Matrig rigid materialMatrig rigid material model – only requiresmodel – only requires mass inputmass input • MARC capable of ballisticMARC capable of ballistic modeling, specialized formodeling, specialized for elastomeric analysiselastomeric analysis • Implicit Solver -Implicit Solver - ∆t∆tCritCrit calculated throughcalculated through inspectioninspection • Elastic Material modelElastic Material model • Rayleigh damping modelRayleigh damping model – intrinsic damping input– intrinsic damping input DytranDytran MARCMARC
  • 16. Rigid Probe and Glass Column Construction
  • 18. Boundary Conditions forBoundary Conditions for Laminated MaterialsLaminated Materials
  • 19. Initial and Boundary ConditionsInitial and Boundary Conditions for Rigid Probe and Glass Columnsfor Rigid Probe and Glass Columns
  • 20. Material ParametersMaterial Parameters Material Model Material E (KPa) ρ (kg/mm3 ) ν σys (KPa) Code DYMAT 24 Steel 1.93108 8.00x10-6 0.30 4.40x104 Dytran Al 6061 7.00x107 2.70x10-6 0.35 3.95x105 PTFE 5.00x105 2.10x10-6 0.40 9.00x104 Glass 7.03x107 2.47x10-6 0.22 6.90x104 PMMA 3.30x106 1.19x10-6 0.37 1.07x105 PLGA 3.50x106 1.19x10-6 0.40 4.4x104 Elastic Steel 1.93108 8.00x10-6 0.30 MARC Al 6061 7.00x107 2.70x10-6 0.35 PTFE 5.00x105 2.10x10-6 0.40 Glass 7.03x107 2.47x10-6 0.22 PMMA 3.30x106 1.19x10-6 0.37 PLGA 3.50x106 1.19x10-6 0.40
  • 21. Intrinsic Damping in MARCIntrinsic Damping in MARC Material Al PTFE PMMA η 0.0003 0.1038 0.0400 • Rayleigh Damping Function: C = αM + (β+gt)K, MRayleigh Damping Function: C = αM + (β+gt)K, M = Mass Matrix, K = Stiffness Matrix, C = Damping= Mass Matrix, K = Stiffness Matrix, C = Damping MatrixMatrix • Damping is proportional to stiffness and massDamping is proportional to stiffness and mass • Stiffness Matrix Factor(Stiffness Matrix Factor(β) = 2(η)/π(lowest modalβ) = 2(η)/π(lowest modal frequency(Hz))frequency(Hz)) • η = Loss Coefficientη = Loss Coefficient • Modal frequency material specific, derivedModal frequency material specific, derived through MARC modal analysisthrough MARC modal analysis
  • 23. 3.175 mm thick Al Monolith: Results3.175 mm thick Al Monolith: Results Stepped ProbeStepped Probe Stepped Probe: MARCStepped Probe: MARC Cylindrical Probe: DytranCylindrical Probe: Dytran Cylindrical Probe:Cylindrical Probe: DytranDytran Cylindrical Probe: MARCCylindrical Probe: MARC
  • 24. Size Effects: 500 x 500 x 3.175 mm Al MonolithSize Effects: 500 x 500 x 3.175 mm Al Monolith and 27 gram Probeand 27 gram Probe k m T = 27 gram Probe27 gram Probe 500 mm x 500 mm x 3.175 mm Monolith500 mm x 500 mm x 3.175 mm Monolith
  • 25. Al – PTFE Scaffolds withAl – PTFE Scaffolds with Rigid ProbeRigid Probe
  • 26. Al – PTFE Scaffolds withAl – PTFE Scaffolds with Stepped Probe and IntrinsicStepped Probe and Intrinsic DampingDamping
  • 27. 3.175 PTFE: 3.175 Al3.175 PTFE: 3.175 Al 1.58 PTFE: 3.175 Al1.58 PTFE: 3.175 Al
  • 28. PMMA Scaffold with IntrinsicPMMA Scaffold with Intrinsic DampingDamping Scaffold and ProbeScaffold and Probe Layer with DefectLayer with Defect
  • 29. PMMA Scaffold with IntrinsicPMMA Scaffold with Intrinsic Damping: Origin of ShoulderDamping: Origin of Shoulder Intrinsic DampingIntrinsic Damping No Intrinsic DampingNo Intrinsic Damping
  • 30. PLGA Scaffold: Mesh re-Enforcement andPLGA Scaffold: Mesh re-Enforcement and Stress AttenuationStress Attenuation 1 J. Calvert, L. Weiss, New Frontiers in Bone Tissue Engineering, Clin. Plast. Surg., Vol. 30, pp. 641 – 648, 2003 • PLGA demonstrated toPLGA demonstrated to stimulate bonestimulate bone and vascular regenerationand vascular regeneration11 Re-enforcedRe-enforced VirginVirgin
  • 31. Glass DefectGlass Defect 0.2 mm0.2 mm Glass used to model rigid biological materials:Glass used to model rigid biological materials: bone, enamel, etc.bone, enamel, etc.
  • 32. Cylindrical Probe and Glass ControlCylindrical Probe and Glass Control MARCMARC DytranDytran
  • 33. Stepped Probe and Glass Control:Stepped Probe and Glass Control: Acceleration ResultsAcceleration Results T ≈ 0.18 msecT ≈ 0.18 msec T ≈ 0.25 msecT ≈ 0.25 msec T ≈ 0.25 msecT ≈ 0.25 msec MARCMARC DytranDytran
  • 34. Rigid Probe and Glass ControlRigid Probe and Glass Control
  • 35. Stepped Probe and Trench DefectStepped Probe and Trench Defect “T” ≈0.58 msec “T” ≈0.58 msec
  • 36. Trench Crack: Averaged ProbeTrench Crack: Averaged Probe Acceleration (Dytran)Acceleration (Dytran) Averaged Probe nodalAveraged Probe nodal accelerationsaccelerations for indicated planesfor indicated planes
  • 37. Wedge Crack GeometryWedge Crack Geometry Shoulder Peak
  • 38. Shoulder Peak Semi-Circular Aligned Crack:Semi-Circular Aligned Crack: AccelerationAcceleration 1 mmCross SectionCross Section PerpendicularPerpendicular to Impactto Impact PlanePlane
  • 39. Crack Boundary EffectsCrack Boundary Effects
  • 40. Rigid Probe with 1 mm transverse Crack
  • 41. Glass Controls: FEA vs. Percussion Y–AxisAcceleration(mm/secY–AxisAcceleration(mm/sec22 ) Time (sec)Time (sec) Glass control acceleration accurately modeled with stepped probe
  • 42. Cracked Glass : FEA vs. Percussion Y–AxisAcceleration(mm/secY–AxisAcceleration(mm/sec22 ) Y–AxisAcceleration(mm/secY–AxisAcceleration(mm/sec22 ) Y–AxisAcceleration(mm/secY–AxisAcceleration(mm/sec22 ) Time (sec)Time (sec) Time (sec)Time (sec) Time (sec)Time (sec)
  • 43. Crack Stresses (KPa) Semi-circular crack withSemi-circular crack with square edgesquare edge Semi- circular crack with round edge Wedge-formWedge-form crackcrack with roundwith round edgeedge
  • 45. Summary • FEA can elucidate mechanical origin of probeFEA can elucidate mechanical origin of probe signalssignals • FEA – based modeling can accurately modelFEA – based modeling can accurately model defect detection in rigid materialsdefect detection in rigid materials • FEA can qualitatively evaluate energyFEA can qualitatively evaluate energy dissipation in biomedical scaffoldsdissipation in biomedical scaffolds • Modeling indicates dependence ofModeling indicates dependence of Periometer function on interference effectsPeriometer function on interference effects • Further modeling – experimental is requiredFurther modeling – experimental is required to refine intrinsic damping modelingto refine intrinsic damping modeling
  • 46. AcknowledgementsAcknowledgements • Dr. James Earthman • MSC Software Corporation, Santa Ana, CA

Editor's Notes

  1. Poly-Lactide-Co-Glycolide
  2. Zwicker indenter used to produce ≈ 0.2 mm diameter cracks