SlideShare a Scribd company logo
1 of 30
Download to read offline
On the comparison of heterogeneous
mechanical tests for sheet metal
characterization
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
1 2 1
1,2
Centre for Mechanical Technology and Automation (TEMA),
Department of Mechanical Engineering
University of Aveiro, Portugal
Univ. Bretagne Sud, UMR CNRS 6027, IRDL
F-56100 Lorient, France
1
2
International ESAFORM Conference on Material Forming, 19-21 April 2023, Krakow, Poland
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
Framework
Sheet metal forming
Sheet metal forming
processes
Crucial for part manufacturing in several
industries
Process virtualization
Industry requirement for reducing time,
costs and material waste
Realistic simulations & material
behavior reproduction
Need for an accurate characterization
of complex material behaviors
2
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
Framework
Characterizing sheet metal behavior
Material Testing 2.0 [Pierron et al., 2021]
Use optimized test geometries that are designed to make model calibration procedures more cost-
efficient using full-field measurements and inverse identification techniques.
Replace classical mechanical tests and the use of strain gauges and extensometers.
3
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
Framework
Why optimized tests?
Also called Heterogeneous mechanical tests.
These are known for presenting complex boundary conditions or geometries and, therefore,
presenting a large diversity of mechanical phenomena with just a single experiment.
The choice of the best test design to characterize a chosen material behavior is not straightforward.
4
[Bertin et al., 2016] [Jones et al., 2018] [Pottier et al., 2012] [Souto et al., 2016] [Barroqueiro et al., 2020]
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
Framework
Objectives
This work aims at proposing Key Performance Indicators (KPIs) for ranking mechanical tests to improve
material behavior characterization and model calibration procedures.
▪ Strain field richness
▪ Strain states heterogeneity
▪ Test sensitivity to anisotropy
Three advanced mechanical tests are chosen to be analyzed and compared considering the quantity and
quality of information about the material behavior these can provide.
5
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
Key Performance Indicators
Strain field richness
Table 1 – Absolute values and relative weights for the adjustment and
normalization of the 𝐼t indicator terms.
The mechanical indicator 𝐼t evaluates the strain field richness based on the (i) strain state range and
heterogeneity and (ii) plastic strain level.
𝜀2/𝜀1 - Principal strains’ ratio
ҧ
𝜀p
, ҧ
𝜀max
p
- Equivalent plastic strain distribution and maximum value
6
𝐼t = 𝑤r1
Std( Τ
𝜀2 𝜀1)
𝑤a1
+ 𝑤r2
Τ
𝜀2 𝜀1 R
𝑤a2
+ 𝑤r3
Std(ത
𝜀p)
𝑤a3
+ 𝑤r4
ത
𝜀max
p
𝑤a4
+ 𝑤r5
Av(ത
𝜀p)
𝑤a5
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
Key Performance Indicators
Strain states heterogeneity
The mechanical indicator 𝐼b evaluates the strain states heterogeneity (tension, compression and shear).
Based on the equivalent von Mises stress distribution, it penalizes the existence of stress concentrations.
7
𝐼b = ෑ
𝑠=1
3
3
σ𝑒=1
𝑛
𝑋𝑒
෍
𝑒=1
𝑛
( 𝑠
𝛿𝑒𝑍𝑒𝑋𝑒)
𝑠
𝛿𝑒 - 1 or 0 if the material point is at the strain state in evaluation
[Barroqueiro et al., 2020]
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
Key Performance Indicators
Strain states heterogeneity
The mechanical indicator 𝐼b evaluates the strain states heterogeneity (tension, compression and shear).
Based on the equivalent von Mises stress distribution, it penalizes the existence of stress concentrations.
𝑠
𝛿𝑒 - 1 or 0 if the material point is at the strain state in evaluation
𝑋𝑒 - Element volume
8
𝐼b = ෑ
𝑠=1
3
3
σ𝑒=1
𝑛
𝑋𝑒
෍
𝑒=1
𝑛
( 𝑠
𝛿𝑒𝑍𝑒𝑋𝑒)
[Barroqueiro et al., 2020]
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
Key Performance Indicators
Strain states heterogeneity
The mechanical indicator 𝐼b evaluates the strain states heterogeneity (tension, compression and shear).
Based on the equivalent von Mises stress distribution, it penalizes the existence of stress concentrations.
𝑠
𝛿𝑒 - 1 or 0 if the material point is at the strain state in evaluation
𝑋𝑒 - Element volume
9
𝐼b = ෑ
𝑠=1
3
3
σ𝑒=1
𝑛
𝑋𝑒
෍
𝑒=1
𝑛
( 𝑠
𝛿𝑒𝑍𝑒𝑋𝑒)
𝑍𝑒 =
1
1 + 𝑏𝜎𝑒
∗ 2 𝜎𝑒
∗
=
𝜎VM,𝑒 − ത
𝜎VM
ത
𝜎VM
[Barroqueiro et al., 2020]
ത
𝜎VM, 𝜎𝑉𝑀,𝑒 - Mean and element equivalent von Mises stress
𝑏 - “aggressiveness” parameter
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
Key Performance Indicators
Test sensitivity to anisotropy
The rotation angle γ allow to assess the sensitivity of the test to anisotropy.
It is based on the principal angle β and covers all the stress states in the Mohr circle in two conditions.
It ranges from 0 to 90.
𝜎1, 𝜎2 - Major and minor principal stresses
𝜎11, 𝜎22, 𝜎12- Stress components in the material frame
10
𝑞 =
𝜎11 − 𝜎22
|𝜎11 − 𝜎22|
𝜎1 − 𝜎2
| 𝜎1 − 𝜎2 |
𝛾 = ቊ
45
45 1 − 𝑞 + 𝑞 𝛽
if 𝜎𝑥𝑥 = 𝜎𝑦𝑦 and 𝜎𝑥𝑦 ≠ 0
otherwise
[Oliveira et al., 2022]
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
Key Performance Indicators
Test sensitivity to anisotropy
The rotation angle values are usually represented in a histogram in order to analyze its distribution over
the range.
The wider the distribution, the higher sensitivity to anisotropy.
11
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
Key Performance Indicators
Test sensitivity to anisotropy
An optimal distribution would be characterized by a uniform dispersion over the whole range since it
means a higher sensitivity to anisotropy. In this case, each bin would have the same density.
This can be defined as reference (or ideal) distribution.
12
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
Key Performance Indicators
Test sensitivity to anisotropy
SR = 1 −
σ𝑗=1
𝑏
|dref,𝑗 − dR,𝑗|
2
𝑑ref,𝑗 - density of a reference bin
𝑑R,𝑗 - density of a real distribution bin
𝑏 – number of bins
It is proposed an indicator that quantifies the information given by each rotation angle distribution.
The indicator computes the difference between the reference and real distributions and achieves a higher
value if both distributions are similar.
dref,𝑗
dR,𝑗
dR,𝑗
dref,𝑗
13
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
Analysis of advanced tests
Specimen designs
(a) Notched (b) D (c) TopOpt
[Rossi et al., 2022] [Jones et al., 2022] [Goncalves et al., 2023]
14
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
Analysis of advanced tests
Material behavior
Experiment after uniaxial tensile test Numerical simulation
A large out-of-plane movement was observed due to the occurrence of buckling.
15
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
Analysis of advanced tests
Material behavior
Notched D TopOpt
Specimen
design
Material DP600 steel, 0.8 mm thickness
Elastic
behavior
Isotropic, Hooke’s law
Hardening Isotropic hardening, Swift’s law
Yield
criterion
Yld2000-2d Yld2004-18p
Table 2 - Elastic and constitutive model parameters for Swift law, Yld200-2d
and Yld2004-18p of DP600 steel.
16
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
Analysis of advanced tests
Numerical simulation
Notched D TopOpt
Specimen design
Test type Uniaxial tensile loading
Assumptions 2D plane stress conditions 3D
Element type
Four-node shell elements with reduced integration
and hourglass control
Eight-node brick
elements
Element size 0.5 mm
Boundary conditions
x- and z- constrained
Applied displacement in y-direction at the top edge
All degrees of freedom constrained at the bottom edge
Stopping criterion Forming Limit Diagram (FLD) to predict localized necking
x
y
17
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
Results and discussion
Principal stress and strain diagrams
18
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
Results and discussion
Principal stress and strain diagrams
Principal strains diagram
▪ D and TopOpt from plane strain
tension to plane strain compression
▪ TopOpt reaches more compressive
states
19
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
Results and discussion
Principal stress and strain diagrams
Principal stresses diagram
▪ Notched mainly uniaxial tension
▪ Equibiaxial tension to equibiaxial
compression for the others
▪ Largest range associated with the
TopOpt
20
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
Results and discussion
Principal stress and strain diagrams
PEEQ distribution
▪ Notched with higher values localized in
the center
▪ D with a more spread distribution
▪ TopOpt with the largest area but higher
values very localized
21
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
Results and discussion
Strain field richness
This indicator evaluates the strain heterogeneity and level in the specimens, being the D and the TopOpt
specimens the ones with the highest values.
The TopOpt specimen presents material points in every strain state considered. The bounds of the strain
state range are similar in the D and TopOpt specimens.
Compressive states are only achieved by the TopOpt specimen.
22
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
Results and discussion
Strain states heterogeneity
This indicator evaluates the diversity of strain states induced in the specimens, being the highest value
associated with the TopOpt specimen.
All specimens present a higher fraction of points in tension.
The Notched and D specimens present a higher partial value related to shear. In the TopOpt specimen, the
material points subjected to shear are in a stress concentration area which is penalized by this indicator.
23
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
Results and discussion
Test sensitivity to anisotropy
(a) Notched (b) D (c) TopOpt
The more dispersed the rotation angle distribution, the higher the sensitivity to the anisotropic behavior.
The Notched and D specimens present distributions with similar range of values. The Notched has a higher
fraction of points in elasticity concentrated at 45°.
The TopOpt presents the best distribution with material points in the plastic regime covering the whole
range.
24
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
Results and discussion
Test sensitivity to anisotropy
This indicator allows to quantify the information on the rotation angle distribution.
The Notched and D specimens present a similar range of rotation angle values and, therefore, similar
indicator values.
The TopOpt specimen presents the highest indicator value due to the highest range of rotation angle values.
Highest sensitivity to the anisotropic behavior.
25
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
Concluding remarks
Final ranking
1
2
3
It can be concluded that the TopOpt specimen presents the highest strain field richness, followed closely by
the D specimen. The highest strain state range as well as an interesting plastic strain distribution.
The highest heterogeneity of stress states was also noticed in the TopOpt.
The D and the TopOpt specimens were the ones with the largest range of rotation angle values, presenting
the higher sensitivity to the anisotropic behavior.
26
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
Concluding remarks
Future considerations
This work is a step closer to a more straightforward approach to choose the most suitable test for material
behavior characterization and model calibration procedures.
The proposed KPIs evaluate the diversity of mechanical phenomena presented by each specimen.
There is still a need for metrics that take into account the inverse identification quality and the extraction
quality by full-field measurement techniques.
27
mafalda.goncalves@ua.pt
This project has received funding from the Research Fund for Coal and Steel under grant agreement No 888153. The
authors also acknowledge the financial support under the projects UIDB/00481/2020 and UIDP/00481/2020 – FCT –
Fundação para a Ciência e Tecnologia; and CENTRO-01-0145-FEDER-022083 – Centro Portugal Regional Operational
Programme (Centro2020), under the PORTUGAL 2020 Partnership Agreement through the European Regional
Development Fund. M. Gonçalves is grateful to the FCT for the Ph.D. grant Ref. UI/BD/151257/2021.
Acknowledgments
Thank you!
Any questions?
On the comparison of heterogeneous
mechanical tests for sheet metal
characterization
M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos
1 2 1
1,2
Centre for Mechanical Technology and Automation (TEMA),
Department of Mechanical Engineering
University of Aveiro, Portugal
Univ. Bretagne Sud, UMR CNRS 6027, IRDL
F-56100 Lorient, France
1
2
International ESAFORM Conference on Material Forming, 19-21 April 2023, Krakow, Poland
On the comparison of heterogeneous mechanical tests for sheet metal characterization

More Related Content

Similar to On the comparison of heterogeneous mechanical tests for sheet metal characterization

Experiment 4 - Testing of Materials in Tension Object .docx
Experiment 4 - Testing of Materials in Tension  Object .docxExperiment 4 - Testing of Materials in Tension  Object .docx
Experiment 4 - Testing of Materials in Tension Object .docx
SANSKAR20
 
Thank you for the presentation, there are some things I would like.docx
Thank you for the presentation, there are some things I would like.docxThank you for the presentation, there are some things I would like.docx
Thank you for the presentation, there are some things I would like.docx
mattinsonjanel
 
Page 6 of 8Engineering Materials ScienceMetals LabLEEDS .docx
Page 6 of 8Engineering Materials ScienceMetals LabLEEDS .docxPage 6 of 8Engineering Materials ScienceMetals LabLEEDS .docx
Page 6 of 8Engineering Materials ScienceMetals LabLEEDS .docx
bunyansaturnina
 

Similar to On the comparison of heterogeneous mechanical tests for sheet metal characterization (20)

Numerical modeling to evaluate pile head deflection under the lateral load
Numerical modeling to evaluate pile head deflection under the lateral loadNumerical modeling to evaluate pile head deflection under the lateral load
Numerical modeling to evaluate pile head deflection under the lateral load
 
Smooth Particle Hydrodynamics for Bird-Strike Analysis Using LS-DYNA
Smooth Particle Hydrodynamics for Bird-Strike Analysis Using LS-DYNASmooth Particle Hydrodynamics for Bird-Strike Analysis Using LS-DYNA
Smooth Particle Hydrodynamics for Bird-Strike Analysis Using LS-DYNA
 
Size effect of plain concrete beams–an experimental
Size effect of plain concrete beams–an experimentalSize effect of plain concrete beams–an experimental
Size effect of plain concrete beams–an experimental
 
Size effect of plain concrete beams–an experimental study
Size effect of plain concrete beams–an experimental studySize effect of plain concrete beams–an experimental study
Size effect of plain concrete beams–an experimental study
 
Hyperelastic material models in finite element analysis of polymers
Hyperelastic material models in finite element analysis of polymersHyperelastic material models in finite element analysis of polymers
Hyperelastic material models in finite element analysis of polymers
 
Experiment 4 - Testing of Materials in Tension Object .docx
Experiment 4 - Testing of Materials in Tension  Object .docxExperiment 4 - Testing of Materials in Tension  Object .docx
Experiment 4 - Testing of Materials in Tension Object .docx
 
Método Topsis - multiple decision makers
Método Topsis  - multiple decision makersMétodo Topsis  - multiple decision makers
Método Topsis - multiple decision makers
 
Ap33243246
Ap33243246Ap33243246
Ap33243246
 
Ap33243246
Ap33243246Ap33243246
Ap33243246
 
Applicability of mohr coulomb and drucker prager models for assessment of und...
Applicability of mohr coulomb and drucker prager models for assessment of und...Applicability of mohr coulomb and drucker prager models for assessment of und...
Applicability of mohr coulomb and drucker prager models for assessment of und...
 
Presentation IAC 2022 Post ID- P-193.pptx
Presentation IAC 2022 Post ID- P-193.pptxPresentation IAC 2022 Post ID- P-193.pptx
Presentation IAC 2022 Post ID- P-193.pptx
 
Ijetcas14 509
Ijetcas14 509Ijetcas14 509
Ijetcas14 509
 
Respose surface methods
Respose surface methodsRespose surface methods
Respose surface methods
 
Multi resolution defect transformation of the crack under different angles
Multi resolution defect transformation of the crack under different anglesMulti resolution defect transformation of the crack under different angles
Multi resolution defect transformation of the crack under different angles
 
Thank you for the presentation, there are some things I would like.docx
Thank you for the presentation, there are some things I would like.docxThank you for the presentation, there are some things I would like.docx
Thank you for the presentation, there are some things I would like.docx
 
Page 6 of 8Engineering Materials ScienceMetals LabLEEDS .docx
Page 6 of 8Engineering Materials ScienceMetals LabLEEDS .docxPage 6 of 8Engineering Materials ScienceMetals LabLEEDS .docx
Page 6 of 8Engineering Materials ScienceMetals LabLEEDS .docx
 
4 tension test
4 tension test4 tension test
4 tension test
 
presentation on contact analysis of dovetail joint
presentation on contact analysis of dovetail jointpresentation on contact analysis of dovetail joint
presentation on contact analysis of dovetail joint
 
Analysis of stiffened isotropic and composite plate
Analysis of stiffened isotropic and composite plateAnalysis of stiffened isotropic and composite plate
Analysis of stiffened isotropic and composite plate
 
643051
643051643051
643051
 

More from vformxsteels

On the constraints and consistency in implicit constitutive modelling using A...
On the constraints and consistency in implicit constitutive modelling using A...On the constraints and consistency in implicit constitutive modelling using A...
On the constraints and consistency in implicit constitutive modelling using A...
vformxsteels
 

More from vformxsteels (20)

Identification through-thickness work hardening variation of a thick high-str...
Identification through-thickness work hardening variation of a thick high-str...Identification through-thickness work hardening variation of a thick high-str...
Identification through-thickness work hardening variation of a thick high-str...
 
Identification of anisotropic yield functions using an information-rich tensi...
Identification of anisotropic yield functions using an information-rich tensi...Identification of anisotropic yield functions using an information-rich tensi...
Identification of anisotropic yield functions using an information-rich tensi...
 
Independent Validation of Generic Specimen Design for Inverse Identification ...
Independent Validation of Generic Specimen Design for Inverse Identification ...Independent Validation of Generic Specimen Design for Inverse Identification ...
Independent Validation of Generic Specimen Design for Inverse Identification ...
 
Identification of the large strain flow curve of high strength steel via the ...
Identification of the large strain flow curve of high strength steel via the ...Identification of the large strain flow curve of high strength steel via the ...
Identification of the large strain flow curve of high strength steel via the ...
 
On the topology design of an innovative heterogeneous mechanical test for mat...
On the topology design of an innovative heterogeneous mechanical test for mat...On the topology design of an innovative heterogeneous mechanical test for mat...
On the topology design of an innovative heterogeneous mechanical test for mat...
 
On the power of virtual experimentation in MT2.0: a VFORM-xSteels outlook
On the power of virtual experimentation in MT2.0:a VFORM-xSteels outlookOn the power of virtual experimentation in MT2.0:a VFORM-xSteels outlook
On the power of virtual experimentation in MT2.0: a VFORM-xSteels outlook
 
Coupling machine learning and synthetic image DIC-based techniques for the ca...
Coupling machine learning and synthetic image DIC-based techniques for the ca...Coupling machine learning and synthetic image DIC-based techniques for the ca...
Coupling machine learning and synthetic image DIC-based techniques for the ca...
 
On the constraints and consistency in implicit constitutive modelling using A...
On the constraints and consistency in implicit constitutive modelling using A...On the constraints and consistency in implicit constitutive modelling using A...
On the constraints and consistency in implicit constitutive modelling using A...
 
Process-informed material model selection
Process-informed material model selectionProcess-informed material model selection
Process-informed material model selection
 
On the selection of constitutive models for realistic numerical simulations
On the selection of constitutive models for realistic numerical simulationsOn the selection of constitutive models for realistic numerical simulations
On the selection of constitutive models for realistic numerical simulations
 
Towards virtual forming and AI Implicit material modelling using AI technique...
Towards virtual forming and AI Implicit material modelling using AI technique...Towards virtual forming and AI Implicit material modelling using AI technique...
Towards virtual forming and AI Implicit material modelling using AI technique...
 
Parameter Identification of Swift law using a FEMU-based approach and an inno...
Parameter Identification of Swift law using a FEMU-based approach and an inno...Parameter Identification of Swift law using a FEMU-based approach and an inno...
Parameter Identification of Swift law using a FEMU-based approach and an inno...
 
Uncertainty quantification of inversely identified plastic material behavior ...
Uncertainty quantification of inversely identified plastic material behavior ...Uncertainty quantification of inversely identified plastic material behavior ...
Uncertainty quantification of inversely identified plastic material behavior ...
 
A nonlinear topology-based optimization approach for the design of a heteroge...
A nonlinear topology-based optimization approach for the design of a heteroge...A nonlinear topology-based optimization approach for the design of a heteroge...
A nonlinear topology-based optimization approach for the design of a heteroge...
 
On the inverse identification of sheet metal mechanical behaviour using a het...
On the inverse identification of sheet metal mechanical behaviour using a het...On the inverse identification of sheet metal mechanical behaviour using a het...
On the inverse identification of sheet metal mechanical behaviour using a het...
 
IDENTIFICATION OF SWIFT LAW PARAMETERS USING FEMU BY A SYNTHETIC IMAGE DIC-BA...
IDENTIFICATION OF SWIFT LAW PARAMETERS USING FEMU BY A SYNTHETIC IMAGE DIC-BA...IDENTIFICATION OF SWIFT LAW PARAMETERS USING FEMU BY A SYNTHETIC IMAGE DIC-BA...
IDENTIFICATION OF SWIFT LAW PARAMETERS USING FEMU BY A SYNTHETIC IMAGE DIC-BA...
 
On the comparison of heterogeneous mechanical tests for sheet metal character...
On the comparison of heterogeneous mechanical tests for sheet metal character...On the comparison of heterogeneous mechanical tests for sheet metal character...
On the comparison of heterogeneous mechanical tests for sheet metal character...
 
The Virtual Fields Method to indirectly train ANNs for implicit constitutive ...
The Virtual Fields Method to indirectly train ANNs for implicit constitutive ...The Virtual Fields Method to indirectly train ANNs for implicit constitutive ...
The Virtual Fields Method to indirectly train ANNs for implicit constitutive ...
 
On the power of virtual experimentation in MT2.0: a VFORM-xSteels outlook
On the power of virtual experimentation in MT2.0:a VFORM-xSteels outlookOn the power of virtual experimentation in MT2.0:a VFORM-xSteels outlook
On the power of virtual experimentation in MT2.0: a VFORM-xSteels outlook
 
Coupling machine learning and synthetic image DIC-based techniques for the ca...
Coupling machine learning and synthetic image DIC-based techniques for the ca...Coupling machine learning and synthetic image DIC-based techniques for the ca...
Coupling machine learning and synthetic image DIC-based techniques for the ca...
 

Recently uploaded

Artificial intelligence presentation2-171219131633.pdf
Artificial intelligence presentation2-171219131633.pdfArtificial intelligence presentation2-171219131633.pdf
Artificial intelligence presentation2-171219131633.pdf
Kira Dess
 

Recently uploaded (20)

UNIT 4 PTRP final Convergence in probability.pptx
UNIT 4 PTRP final Convergence in probability.pptxUNIT 4 PTRP final Convergence in probability.pptx
UNIT 4 PTRP final Convergence in probability.pptx
 
Fuzzy logic method-based stress detector with blood pressure and body tempera...
Fuzzy logic method-based stress detector with blood pressure and body tempera...Fuzzy logic method-based stress detector with blood pressure and body tempera...
Fuzzy logic method-based stress detector with blood pressure and body tempera...
 
Artificial intelligence presentation2-171219131633.pdf
Artificial intelligence presentation2-171219131633.pdfArtificial intelligence presentation2-171219131633.pdf
Artificial intelligence presentation2-171219131633.pdf
 
SLIDESHARE PPT-DECISION MAKING METHODS.pptx
SLIDESHARE PPT-DECISION MAKING METHODS.pptxSLIDESHARE PPT-DECISION MAKING METHODS.pptx
SLIDESHARE PPT-DECISION MAKING METHODS.pptx
 
Insurance management system project report.pdf
Insurance management system project report.pdfInsurance management system project report.pdf
Insurance management system project report.pdf
 
Working Principle of Echo Sounder and Doppler Effect.pdf
Working Principle of Echo Sounder and Doppler Effect.pdfWorking Principle of Echo Sounder and Doppler Effect.pdf
Working Principle of Echo Sounder and Doppler Effect.pdf
 
Theory of Time 2024 (Universal Theory for Everything)
Theory of Time 2024 (Universal Theory for Everything)Theory of Time 2024 (Universal Theory for Everything)
Theory of Time 2024 (Universal Theory for Everything)
 
Research Methodolgy & Intellectual Property Rights Series 1
Research Methodolgy & Intellectual Property Rights Series 1Research Methodolgy & Intellectual Property Rights Series 1
Research Methodolgy & Intellectual Property Rights Series 1
 
Maximizing Incident Investigation Efficacy in Oil & Gas: Techniques and Tools
Maximizing Incident Investigation Efficacy in Oil & Gas: Techniques and ToolsMaximizing Incident Investigation Efficacy in Oil & Gas: Techniques and Tools
Maximizing Incident Investigation Efficacy in Oil & Gas: Techniques and Tools
 
CLOUD COMPUTING SERVICES - Cloud Reference Modal
CLOUD COMPUTING SERVICES - Cloud Reference ModalCLOUD COMPUTING SERVICES - Cloud Reference Modal
CLOUD COMPUTING SERVICES - Cloud Reference Modal
 
21scheme vtu syllabus of visveraya technological university
21scheme vtu syllabus of visveraya technological university21scheme vtu syllabus of visveraya technological university
21scheme vtu syllabus of visveraya technological university
 
5G and 6G refer to generations of mobile network technology, each representin...
5G and 6G refer to generations of mobile network technology, each representin...5G and 6G refer to generations of mobile network technology, each representin...
5G and 6G refer to generations of mobile network technology, each representin...
 
Interfacing Analog to Digital Data Converters ee3404.pdf
Interfacing Analog to Digital Data Converters ee3404.pdfInterfacing Analog to Digital Data Converters ee3404.pdf
Interfacing Analog to Digital Data Converters ee3404.pdf
 
Augmented Reality (AR) with Augin Software.pptx
Augmented Reality (AR) with Augin Software.pptxAugmented Reality (AR) with Augin Software.pptx
Augmented Reality (AR) with Augin Software.pptx
 
Instruct Nirmaana 24-Smart and Lean Construction Through Technology.pdf
Instruct Nirmaana 24-Smart and Lean Construction Through Technology.pdfInstruct Nirmaana 24-Smart and Lean Construction Through Technology.pdf
Instruct Nirmaana 24-Smart and Lean Construction Through Technology.pdf
 
Autodesk Construction Cloud (Autodesk Build).pptx
Autodesk Construction Cloud (Autodesk Build).pptxAutodesk Construction Cloud (Autodesk Build).pptx
Autodesk Construction Cloud (Autodesk Build).pptx
 
engineering chemistry power point presentation
engineering chemistry  power point presentationengineering chemistry  power point presentation
engineering chemistry power point presentation
 
Dynamo Scripts for Task IDs and Space Naming.pptx
Dynamo Scripts for Task IDs and Space Naming.pptxDynamo Scripts for Task IDs and Space Naming.pptx
Dynamo Scripts for Task IDs and Space Naming.pptx
 
8th International Conference on Soft Computing, Mathematics and Control (SMC ...
8th International Conference on Soft Computing, Mathematics and Control (SMC ...8th International Conference on Soft Computing, Mathematics and Control (SMC ...
8th International Conference on Soft Computing, Mathematics and Control (SMC ...
 
Passive Air Cooling System and Solar Water Heater.ppt
Passive Air Cooling System and Solar Water Heater.pptPassive Air Cooling System and Solar Water Heater.ppt
Passive Air Cooling System and Solar Water Heater.ppt
 

On the comparison of heterogeneous mechanical tests for sheet metal characterization

  • 1. On the comparison of heterogeneous mechanical tests for sheet metal characterization M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos 1 2 1 1,2 Centre for Mechanical Technology and Automation (TEMA), Department of Mechanical Engineering University of Aveiro, Portugal Univ. Bretagne Sud, UMR CNRS 6027, IRDL F-56100 Lorient, France 1 2 International ESAFORM Conference on Material Forming, 19-21 April 2023, Krakow, Poland
  • 2. M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos Framework Sheet metal forming Sheet metal forming processes Crucial for part manufacturing in several industries Process virtualization Industry requirement for reducing time, costs and material waste Realistic simulations & material behavior reproduction Need for an accurate characterization of complex material behaviors 2
  • 3. M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos Framework Characterizing sheet metal behavior Material Testing 2.0 [Pierron et al., 2021] Use optimized test geometries that are designed to make model calibration procedures more cost- efficient using full-field measurements and inverse identification techniques. Replace classical mechanical tests and the use of strain gauges and extensometers. 3
  • 4. M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos Framework Why optimized tests? Also called Heterogeneous mechanical tests. These are known for presenting complex boundary conditions or geometries and, therefore, presenting a large diversity of mechanical phenomena with just a single experiment. The choice of the best test design to characterize a chosen material behavior is not straightforward. 4 [Bertin et al., 2016] [Jones et al., 2018] [Pottier et al., 2012] [Souto et al., 2016] [Barroqueiro et al., 2020]
  • 5. M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos Framework Objectives This work aims at proposing Key Performance Indicators (KPIs) for ranking mechanical tests to improve material behavior characterization and model calibration procedures. ▪ Strain field richness ▪ Strain states heterogeneity ▪ Test sensitivity to anisotropy Three advanced mechanical tests are chosen to be analyzed and compared considering the quantity and quality of information about the material behavior these can provide. 5
  • 6. M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos Key Performance Indicators Strain field richness Table 1 – Absolute values and relative weights for the adjustment and normalization of the 𝐼t indicator terms. The mechanical indicator 𝐼t evaluates the strain field richness based on the (i) strain state range and heterogeneity and (ii) plastic strain level. 𝜀2/𝜀1 - Principal strains’ ratio ҧ 𝜀p , ҧ 𝜀max p - Equivalent plastic strain distribution and maximum value 6 𝐼t = 𝑤r1 Std( Τ 𝜀2 𝜀1) 𝑤a1 + 𝑤r2 Τ 𝜀2 𝜀1 R 𝑤a2 + 𝑤r3 Std(ത 𝜀p) 𝑤a3 + 𝑤r4 ത 𝜀max p 𝑤a4 + 𝑤r5 Av(ത 𝜀p) 𝑤a5
  • 7. M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos Key Performance Indicators Strain states heterogeneity The mechanical indicator 𝐼b evaluates the strain states heterogeneity (tension, compression and shear). Based on the equivalent von Mises stress distribution, it penalizes the existence of stress concentrations. 7 𝐼b = ෑ 𝑠=1 3 3 σ𝑒=1 𝑛 𝑋𝑒 ෍ 𝑒=1 𝑛 ( 𝑠 𝛿𝑒𝑍𝑒𝑋𝑒) 𝑠 𝛿𝑒 - 1 or 0 if the material point is at the strain state in evaluation [Barroqueiro et al., 2020]
  • 8. M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos Key Performance Indicators Strain states heterogeneity The mechanical indicator 𝐼b evaluates the strain states heterogeneity (tension, compression and shear). Based on the equivalent von Mises stress distribution, it penalizes the existence of stress concentrations. 𝑠 𝛿𝑒 - 1 or 0 if the material point is at the strain state in evaluation 𝑋𝑒 - Element volume 8 𝐼b = ෑ 𝑠=1 3 3 σ𝑒=1 𝑛 𝑋𝑒 ෍ 𝑒=1 𝑛 ( 𝑠 𝛿𝑒𝑍𝑒𝑋𝑒) [Barroqueiro et al., 2020]
  • 9. M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos Key Performance Indicators Strain states heterogeneity The mechanical indicator 𝐼b evaluates the strain states heterogeneity (tension, compression and shear). Based on the equivalent von Mises stress distribution, it penalizes the existence of stress concentrations. 𝑠 𝛿𝑒 - 1 or 0 if the material point is at the strain state in evaluation 𝑋𝑒 - Element volume 9 𝐼b = ෑ 𝑠=1 3 3 σ𝑒=1 𝑛 𝑋𝑒 ෍ 𝑒=1 𝑛 ( 𝑠 𝛿𝑒𝑍𝑒𝑋𝑒) 𝑍𝑒 = 1 1 + 𝑏𝜎𝑒 ∗ 2 𝜎𝑒 ∗ = 𝜎VM,𝑒 − ത 𝜎VM ത 𝜎VM [Barroqueiro et al., 2020] ത 𝜎VM, 𝜎𝑉𝑀,𝑒 - Mean and element equivalent von Mises stress 𝑏 - “aggressiveness” parameter
  • 10. M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos Key Performance Indicators Test sensitivity to anisotropy The rotation angle γ allow to assess the sensitivity of the test to anisotropy. It is based on the principal angle β and covers all the stress states in the Mohr circle in two conditions. It ranges from 0 to 90. 𝜎1, 𝜎2 - Major and minor principal stresses 𝜎11, 𝜎22, 𝜎12- Stress components in the material frame 10 𝑞 = 𝜎11 − 𝜎22 |𝜎11 − 𝜎22| 𝜎1 − 𝜎2 | 𝜎1 − 𝜎2 | 𝛾 = ቊ 45 45 1 − 𝑞 + 𝑞 𝛽 if 𝜎𝑥𝑥 = 𝜎𝑦𝑦 and 𝜎𝑥𝑦 ≠ 0 otherwise [Oliveira et al., 2022]
  • 11. M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos Key Performance Indicators Test sensitivity to anisotropy The rotation angle values are usually represented in a histogram in order to analyze its distribution over the range. The wider the distribution, the higher sensitivity to anisotropy. 11
  • 12. M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos Key Performance Indicators Test sensitivity to anisotropy An optimal distribution would be characterized by a uniform dispersion over the whole range since it means a higher sensitivity to anisotropy. In this case, each bin would have the same density. This can be defined as reference (or ideal) distribution. 12
  • 13. M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos Key Performance Indicators Test sensitivity to anisotropy SR = 1 − σ𝑗=1 𝑏 |dref,𝑗 − dR,𝑗| 2 𝑑ref,𝑗 - density of a reference bin 𝑑R,𝑗 - density of a real distribution bin 𝑏 – number of bins It is proposed an indicator that quantifies the information given by each rotation angle distribution. The indicator computes the difference between the reference and real distributions and achieves a higher value if both distributions are similar. dref,𝑗 dR,𝑗 dR,𝑗 dref,𝑗 13
  • 14. M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos Analysis of advanced tests Specimen designs (a) Notched (b) D (c) TopOpt [Rossi et al., 2022] [Jones et al., 2022] [Goncalves et al., 2023] 14
  • 15. M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos Analysis of advanced tests Material behavior Experiment after uniaxial tensile test Numerical simulation A large out-of-plane movement was observed due to the occurrence of buckling. 15
  • 16. M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos Analysis of advanced tests Material behavior Notched D TopOpt Specimen design Material DP600 steel, 0.8 mm thickness Elastic behavior Isotropic, Hooke’s law Hardening Isotropic hardening, Swift’s law Yield criterion Yld2000-2d Yld2004-18p Table 2 - Elastic and constitutive model parameters for Swift law, Yld200-2d and Yld2004-18p of DP600 steel. 16
  • 17. M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos Analysis of advanced tests Numerical simulation Notched D TopOpt Specimen design Test type Uniaxial tensile loading Assumptions 2D plane stress conditions 3D Element type Four-node shell elements with reduced integration and hourglass control Eight-node brick elements Element size 0.5 mm Boundary conditions x- and z- constrained Applied displacement in y-direction at the top edge All degrees of freedom constrained at the bottom edge Stopping criterion Forming Limit Diagram (FLD) to predict localized necking x y 17
  • 18. M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos Results and discussion Principal stress and strain diagrams 18
  • 19. M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos Results and discussion Principal stress and strain diagrams Principal strains diagram ▪ D and TopOpt from plane strain tension to plane strain compression ▪ TopOpt reaches more compressive states 19
  • 20. M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos Results and discussion Principal stress and strain diagrams Principal stresses diagram ▪ Notched mainly uniaxial tension ▪ Equibiaxial tension to equibiaxial compression for the others ▪ Largest range associated with the TopOpt 20
  • 21. M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos Results and discussion Principal stress and strain diagrams PEEQ distribution ▪ Notched with higher values localized in the center ▪ D with a more spread distribution ▪ TopOpt with the largest area but higher values very localized 21
  • 22. M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos Results and discussion Strain field richness This indicator evaluates the strain heterogeneity and level in the specimens, being the D and the TopOpt specimens the ones with the highest values. The TopOpt specimen presents material points in every strain state considered. The bounds of the strain state range are similar in the D and TopOpt specimens. Compressive states are only achieved by the TopOpt specimen. 22
  • 23. M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos Results and discussion Strain states heterogeneity This indicator evaluates the diversity of strain states induced in the specimens, being the highest value associated with the TopOpt specimen. All specimens present a higher fraction of points in tension. The Notched and D specimens present a higher partial value related to shear. In the TopOpt specimen, the material points subjected to shear are in a stress concentration area which is penalized by this indicator. 23
  • 24. M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos Results and discussion Test sensitivity to anisotropy (a) Notched (b) D (c) TopOpt The more dispersed the rotation angle distribution, the higher the sensitivity to the anisotropic behavior. The Notched and D specimens present distributions with similar range of values. The Notched has a higher fraction of points in elasticity concentrated at 45°. The TopOpt presents the best distribution with material points in the plastic regime covering the whole range. 24
  • 25. M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos Results and discussion Test sensitivity to anisotropy This indicator allows to quantify the information on the rotation angle distribution. The Notched and D specimens present a similar range of rotation angle values and, therefore, similar indicator values. The TopOpt specimen presents the highest indicator value due to the highest range of rotation angle values. Highest sensitivity to the anisotropic behavior. 25
  • 26. M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos Concluding remarks Final ranking 1 2 3 It can be concluded that the TopOpt specimen presents the highest strain field richness, followed closely by the D specimen. The highest strain state range as well as an interesting plastic strain distribution. The highest heterogeneity of stress states was also noticed in the TopOpt. The D and the TopOpt specimens were the ones with the largest range of rotation angle values, presenting the higher sensitivity to the anisotropic behavior. 26
  • 27. M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos Concluding remarks Future considerations This work is a step closer to a more straightforward approach to choose the most suitable test for material behavior characterization and model calibration procedures. The proposed KPIs evaluate the diversity of mechanical phenomena presented by each specimen. There is still a need for metrics that take into account the inverse identification quality and the extraction quality by full-field measurement techniques. 27
  • 28. mafalda.goncalves@ua.pt This project has received funding from the Research Fund for Coal and Steel under grant agreement No 888153. The authors also acknowledge the financial support under the projects UIDB/00481/2020 and UIDP/00481/2020 – FCT – Fundação para a Ciência e Tecnologia; and CENTRO-01-0145-FEDER-022083 – Centro Portugal Regional Operational Programme (Centro2020), under the PORTUGAL 2020 Partnership Agreement through the European Regional Development Fund. M. Gonçalves is grateful to the FCT for the Ph.D. grant Ref. UI/BD/151257/2021. Acknowledgments Thank you! Any questions?
  • 29. On the comparison of heterogeneous mechanical tests for sheet metal characterization M. Gonçalves, M.G. Oliveira, S. Thuillier, A. Andrade-Campos 1 2 1 1,2 Centre for Mechanical Technology and Automation (TEMA), Department of Mechanical Engineering University of Aveiro, Portugal Univ. Bretagne Sud, UMR CNRS 6027, IRDL F-56100 Lorient, France 1 2 International ESAFORM Conference on Material Forming, 19-21 April 2023, Krakow, Poland