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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 10 | Oct 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 751
Finite Element Modelling and Simulation of Rubber Component in
Predicting Hyperelastic material model
Sujendra H M1, Prof. A. S. Jayaram2, Prof. R. Chandan3, Gururaj Hattaraki4
1M.Tech Scholar Dr. Ambedkar Institute of Technology Bangalore.
2Prof. Dr. Ambedkar Institute of Technology Bangalore.
3Assistant Prof. Dr Ambedkar Institute of Technology Bangalore.
4M.Tech Scholar Dr. Ambedkar Institute of Technology Bangalore.
---------------------------------------------------------------------***---------------------------------------------------------------------
Abstract – The aim of this paper is to model the rubber
component for parameter identification of different
Hyperelastic models under different load conditions. Mainly
three Hyperelastic models- Neo-Hooke, Mooney-Rivlin and
Yeoh models are used. Simulated results are compared with
the test data for calculation of error. Among three
Hyperelastic models, Yeoh model seems to be best model,
because of its ability to match test load- displacement data
with simulated data. As rubber componentismaincomponent
in the rubber bushing using at mounting places of differential
and vehicle suspension, it plays an important role in
performance of the vehicle. FE simulations are carried out to
for comparison of Hyperelastic models to predict the behavior
rubber bushing. The crack issue in the rubber bushing under
load condition is to be resolved by structural optimization of
rubber bushing such that, the parameter for rubber are
identified by minimizing the errors between the test data and
simulated data.
Key Words: Rubber Bushing, Static analysis, Hyperelastic
models, structural optimization.
1. INTRODUCTION
Rubber component in the rubber bushing is the
important component used in vehicle suspension system in
order improve the vehicleperformance.Becauseofitsability
to experience large deformation under small loads and
retaining its initial configuration without considerable
permanent deformation after load is removed1.
The behaviour of rubber material is expressed in Strain
Energy Function ‘W’ (SEF) in terms of strain invariants and
principle stretches. The SEF in three Hyperelastic models
considered in this paper is expressed in terms of strain
invariants. SEF is the energy stored in material per unit of
reference volume (volume in the initial configuration) as a
function of strain at that point in material2.
W= f ( I1,I2,I3) (1)
Where I1, I2 and I3 are three strain invariants of left Cauchy
deformation tensor and W is Strain Energy Function.
Generally, I3=1 for incompressible hyperelastic materials.
Therefore, W depends only on invariants I2 and I2 as
W= W ( I1-3,I2-3) (2)
The suitable SEF selection depends on its applications, its
variables and available data for parameter identification of
hyperelastic models3.
The main qualities of efficient hyperelastic models are
described by Chagnon et al.4 as follows.
 The ability to exactly reproduce the entire ‘S’
shaped response of rubber component under
loading conditions.
 If the model operates well in uniaxial direction,then
it must also operate well with simple shear and
equibiaxial extension.
 In order to decrease the number of experimental
tests, the number of fitting material parameters
should be small.
2. Hyperelastic Material Models in Abaqus
There are two types of hyperelastic material models are
available in Abaqus and defined by different Strain Energy
Function. One is the phenomenological modelsandotherone
is physically motivated models. A brief review about the
hyperelastic models available in Abaqus is explained below.
2.1. Mooney-Rivlin model
This model is two parameters phenomenological model
that works well for moderately large stains in uniaxial
elongation and shear deformation5,6. But, it cannot capture
the upturn (S-curvature) of the force-extension relation in
uniaxial test and the force-shear displacement relation in
shear test. For a compressible rubber, model has a form
W= C10(I1-3) + C01 (I2-3) +1/D1(Jel-1)2 (3)
According to Bing Xu et al.7 Mooney-Rivlin model fits well
with the test data for the strain rate less than 100% for
uniaxial, simple shear and equibiaxial extension. This model
accommodatesconstantshearmodulusforthegiventestdata
under moderately less strain rate.
2.2. Neo-Hookean model
This model is a special case of Mooney-Rivlin form with C01=
0 and this model can be used when material data available is
insufficient. It is simple to use and can make good
approximation at relatively small strains. But, it too cannot
capture the upturn of force- displacement curve.
W= C10(I1-3) +1/D1(Jel-1)2 (4)
According to Bing Xu et al.7 this model fits well with the test
data for the strain rate 30%-40% under uniaxial tension and
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 10 | Oct 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 752
up to 90% under pure shear approximately for the given
rubber material behavior.
2.3. Yeoh model
This model was proposed by Yeoh in 1963. This model is
phenomenological model in the form of third-order
polynomial based only on first invariant I1. Further strain
invariants increase to capture the infinitesimal points. It can
capture the desired upturn of force- displacement curve. It
has good fit over a large strain range and can simulate
various modes of deformation withlimiteddata.Thisleadsto
reduced requirements for material testing8. The Yeoh model
is also called the reduced polynomial model and for
compressible rubber can be given as
W= C10(I1-3)i +1/D1(Jel-1)2i (5)
Where, exponent(i)= 1 to 3
According to Bing Xu et al.7 this model fits well with large
strain rate ranges from 200%- 300%.
3. Finite Element Model Setup
For accurate results within a given time, accurate model
setup is important. There are different ways of model setup
such as, considering only the rubber component for the
simulations, or considering the geometric asymmetriesofFE
model setup. The sectional view and top view of rubber
bushing is showed in figure 1 and 2.
Figure 1: Top view of rubber bushing with void in the
rubber component.
Figure 2: Sectional view of rubber bushing with void in the
rubber component
Rubber bushing used in this paper consists of rubber
component which is hyperelastic in nature covered with
inner and outer steel tube. This bushing is modeled using
C3D4H element for rubber component as its behavior is
highly non-linear and C3D10 element type for inner and
outer steel tube. The mesh size of the rubber component is
maintained between 1.7mm to 2mm afterconvergencestudy
on this model. The FE model is showed in figure 3 as,
Figure 3: Finite Element model of rubber bushing with void
along radial direction.
The outer steel tube of rubber bushing is fixed in all the
direction (translational and rotational) and load is applied
along inner steel tube in order to capturethestiffnessandthe
stress distribution along the rubber component.
3.1 Convergence Study
Convergence study becomes a very important role before
starting an analysis on the rubber bushing in order to know
the type of element to be used for the rubber component and
several considerations. Some of the main considerations in
this study is element size, elementtypeandtypeofloading.In
this study load conditions are axial, radial solid and radial
void. The nonlinear behavior occurs when one surface of
rubber component comes in contact with other rubber
surface between void space showed in figure 4.
4. Results and Discussions
The results presented were obtained from the static analysis
on the rubber bushing. The material identificationisdonefor
three hyperelastic models under radial void load condition.
The test data for the radial load case is showed in figure 4 in
terms of force-displacement curve, where the plot is linear
until one surface of the rubber component comes in contact
with the other surface of the rubber component.
Figure 4: Stiffness Characteristics for test model under
Radial Void Load Condition.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 10 | Oct 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 753
The parameter identification starts using Neo-Hookean
model.Theincompressiblityconstantremainsconstantforall
the models so that the bulk modulus of rubber componen
remains constant. In order to determine the parameters,
tuning is to be done. Tuning of parameters starts with Neo-
Hookean model as the number ofparametersrequiredisless.
From the figure 5, as the shear constant C10 increases, the
stiffness also increases and after some point no changes
occures as the number of parameters required is less. But
after the simulation found that this model wont fit well with
the test plot as the starin rate is high enough that Neo-
Hookean model becomes inadequate.
Figure 5: Parameter tuning for Neo-Hookean Model
Figure 6: Parameter tuning for Mooney-Rivlin Model
When Neo-Hookean Model becomes inadequate at certain
strain range, Mooney-Rivlin model overcomes the problem
occurs in basic model. But this model also fails to captured
upturns after certain strain rate. Tuning of M-R model is
showed in figure 6, as increase inn material constant, the
stiffness of rubber component also increases.
Figure 7: Parameter tuning for Yeoh Model
After a certain tuning, both Neo-Hookean and Mooney-
Rivlin model becomes inadequate as it fails to capture
upturns in force-displacement curve.
Yeoh model overcomes the problem of these models as
it can capture the upturns accurately for the strain rate
ranges between 200%-300%. From the figure 7 shows,
parameter identification can be done accurately for high
strain rate. When simulated data compared with the test
data, it is found that Yeoh model fits closely with the test
data with minimum percentage of error than the other
models.
5. CONCLUSION
In this work, static analysis is done forrubberbushingunder
radial void load conditions in Abaqus for parameter
identification and curve fitting for the given rubber
component behaviour. Trial and error method is used for
tuning the parameters. Taguchi Design Method can be
employed if the rubber component faces crack issues at the
critical locations. Among the number of models available in
literature and implemented into commercial FE codes, Yeoh
model was found to be the most suitable choice. For both
deformation types such as simple shear and equibiaxial
extension, the Yeoh model gives a stable analytical
description of thematerial stress–strainresponseanda good
agreement between numerical and experimental data, even
at large values of strains.
ACKNOWLEDGEMENT
I would like to express my gratitude to Dr K T Kashyap and
IISC Bangalore applied Materials staff. I believe I would not
have been able to successfully complete this project. His
subtle way of providing guidance and giving directions
helped me to clarify my objectives and thus focus on
achieving them. I would like to express my heartfelt
gratefulness to him.
REFERENCES
[1] Brinson H and Brinson L. Polymer engineering science
and viscoelasticity: an introduction. Evanston: Springer
Verlag; 2008. 9
[2] Majid Shahzad, Ali Kamran, Muhammad Zeeshan
Siddiqui, Muhammad Farhan “Mechanical
characterization and FE modelling of a hyperelastic
material”, Materials Research. 2015; 18(5): 918-924.
[3] Renhui Wang Chengzheng Hu(a), andJianlin Lei(b)
“Theory of Diffuse Scattering of Quasicrystals Due to
Fluctuations of Thermalised Phonons and Phasons”
phys. stat. sol. (b)225, No. 1, 21–34 (2001)
[4] W. A. Wooster, Diffuse X-Ray Reflections from Crystals,
Clarendon, and Oxford 1962.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 10 | Oct 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 754
[5] Mooney MA. A theory of large elastic deformation.
Journal of Applied Physics. 1940; 11(9):582-592.
http://dx.doi. org/10.1063/1.1712836.
[6] Rivlin RS. Large elastic deformations of isotropic
materials I: fundamental concepts. Philosophical
Transitions of the Royal Society of London A. 1948;
240(822):459-490.
[7] Bing Xu, Qinshu He, Finite element analysis on the large
deformations of rubber structure, Applied Mechanics
and Materials Vols. 44-47 (2011) pp 1487-1491
[8] Renaud C, Cros JM, Feng ZQ and Yang B. The Yeoh model
applied to the modeling of large deformation
contact/impact problems. International Journal of
Impact Engineering. 2009; 36(5):659-666.
[9] American Society for Testing and Materials – ASTM.
ASTM Standard D638. Standard test method for tensile
properties of plastics. West Conshohocken: ASTM; 2010.
Available from: <www.astm.org/Download-D638. pdf>
.Access in: 08/14/2014.
[10] Dassault Systèmes. Abaqus 6.12. Analysis user’s manual.
V. III: materials. Providence: Dassault Systèmes; 2012.
[11] Duncan BC, Maxwell AS, Crocker LE and Hunt R.
Verification of hyperelastic test methods. Teddington:
NPL; 1999. NPL Report CMMT(A) 226.
[12] Chevalier L, Calloch S, Hild F and Marco Y. Digital image
correlation used to analyze the multiaxial behavior of
rubber-like materials. European Journal of Mechanics. A,
Solids. 2001; 20(2):169-187.

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IRJET- Finite Element Modelling and Simulation of Rubber Component in Predicting Hyperelastic Material Model

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 10 | Oct 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 751 Finite Element Modelling and Simulation of Rubber Component in Predicting Hyperelastic material model Sujendra H M1, Prof. A. S. Jayaram2, Prof. R. Chandan3, Gururaj Hattaraki4 1M.Tech Scholar Dr. Ambedkar Institute of Technology Bangalore. 2Prof. Dr. Ambedkar Institute of Technology Bangalore. 3Assistant Prof. Dr Ambedkar Institute of Technology Bangalore. 4M.Tech Scholar Dr. Ambedkar Institute of Technology Bangalore. ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract – The aim of this paper is to model the rubber component for parameter identification of different Hyperelastic models under different load conditions. Mainly three Hyperelastic models- Neo-Hooke, Mooney-Rivlin and Yeoh models are used. Simulated results are compared with the test data for calculation of error. Among three Hyperelastic models, Yeoh model seems to be best model, because of its ability to match test load- displacement data with simulated data. As rubber componentismaincomponent in the rubber bushing using at mounting places of differential and vehicle suspension, it plays an important role in performance of the vehicle. FE simulations are carried out to for comparison of Hyperelastic models to predict the behavior rubber bushing. The crack issue in the rubber bushing under load condition is to be resolved by structural optimization of rubber bushing such that, the parameter for rubber are identified by minimizing the errors between the test data and simulated data. Key Words: Rubber Bushing, Static analysis, Hyperelastic models, structural optimization. 1. INTRODUCTION Rubber component in the rubber bushing is the important component used in vehicle suspension system in order improve the vehicleperformance.Becauseofitsability to experience large deformation under small loads and retaining its initial configuration without considerable permanent deformation after load is removed1. The behaviour of rubber material is expressed in Strain Energy Function ‘W’ (SEF) in terms of strain invariants and principle stretches. The SEF in three Hyperelastic models considered in this paper is expressed in terms of strain invariants. SEF is the energy stored in material per unit of reference volume (volume in the initial configuration) as a function of strain at that point in material2. W= f ( I1,I2,I3) (1) Where I1, I2 and I3 are three strain invariants of left Cauchy deformation tensor and W is Strain Energy Function. Generally, I3=1 for incompressible hyperelastic materials. Therefore, W depends only on invariants I2 and I2 as W= W ( I1-3,I2-3) (2) The suitable SEF selection depends on its applications, its variables and available data for parameter identification of hyperelastic models3. The main qualities of efficient hyperelastic models are described by Chagnon et al.4 as follows.  The ability to exactly reproduce the entire ‘S’ shaped response of rubber component under loading conditions.  If the model operates well in uniaxial direction,then it must also operate well with simple shear and equibiaxial extension.  In order to decrease the number of experimental tests, the number of fitting material parameters should be small. 2. Hyperelastic Material Models in Abaqus There are two types of hyperelastic material models are available in Abaqus and defined by different Strain Energy Function. One is the phenomenological modelsandotherone is physically motivated models. A brief review about the hyperelastic models available in Abaqus is explained below. 2.1. Mooney-Rivlin model This model is two parameters phenomenological model that works well for moderately large stains in uniaxial elongation and shear deformation5,6. But, it cannot capture the upturn (S-curvature) of the force-extension relation in uniaxial test and the force-shear displacement relation in shear test. For a compressible rubber, model has a form W= C10(I1-3) + C01 (I2-3) +1/D1(Jel-1)2 (3) According to Bing Xu et al.7 Mooney-Rivlin model fits well with the test data for the strain rate less than 100% for uniaxial, simple shear and equibiaxial extension. This model accommodatesconstantshearmodulusforthegiventestdata under moderately less strain rate. 2.2. Neo-Hookean model This model is a special case of Mooney-Rivlin form with C01= 0 and this model can be used when material data available is insufficient. It is simple to use and can make good approximation at relatively small strains. But, it too cannot capture the upturn of force- displacement curve. W= C10(I1-3) +1/D1(Jel-1)2 (4) According to Bing Xu et al.7 this model fits well with the test data for the strain rate 30%-40% under uniaxial tension and
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 10 | Oct 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 752 up to 90% under pure shear approximately for the given rubber material behavior. 2.3. Yeoh model This model was proposed by Yeoh in 1963. This model is phenomenological model in the form of third-order polynomial based only on first invariant I1. Further strain invariants increase to capture the infinitesimal points. It can capture the desired upturn of force- displacement curve. It has good fit over a large strain range and can simulate various modes of deformation withlimiteddata.Thisleadsto reduced requirements for material testing8. The Yeoh model is also called the reduced polynomial model and for compressible rubber can be given as W= C10(I1-3)i +1/D1(Jel-1)2i (5) Where, exponent(i)= 1 to 3 According to Bing Xu et al.7 this model fits well with large strain rate ranges from 200%- 300%. 3. Finite Element Model Setup For accurate results within a given time, accurate model setup is important. There are different ways of model setup such as, considering only the rubber component for the simulations, or considering the geometric asymmetriesofFE model setup. The sectional view and top view of rubber bushing is showed in figure 1 and 2. Figure 1: Top view of rubber bushing with void in the rubber component. Figure 2: Sectional view of rubber bushing with void in the rubber component Rubber bushing used in this paper consists of rubber component which is hyperelastic in nature covered with inner and outer steel tube. This bushing is modeled using C3D4H element for rubber component as its behavior is highly non-linear and C3D10 element type for inner and outer steel tube. The mesh size of the rubber component is maintained between 1.7mm to 2mm afterconvergencestudy on this model. The FE model is showed in figure 3 as, Figure 3: Finite Element model of rubber bushing with void along radial direction. The outer steel tube of rubber bushing is fixed in all the direction (translational and rotational) and load is applied along inner steel tube in order to capturethestiffnessandthe stress distribution along the rubber component. 3.1 Convergence Study Convergence study becomes a very important role before starting an analysis on the rubber bushing in order to know the type of element to be used for the rubber component and several considerations. Some of the main considerations in this study is element size, elementtypeandtypeofloading.In this study load conditions are axial, radial solid and radial void. The nonlinear behavior occurs when one surface of rubber component comes in contact with other rubber surface between void space showed in figure 4. 4. Results and Discussions The results presented were obtained from the static analysis on the rubber bushing. The material identificationisdonefor three hyperelastic models under radial void load condition. The test data for the radial load case is showed in figure 4 in terms of force-displacement curve, where the plot is linear until one surface of the rubber component comes in contact with the other surface of the rubber component. Figure 4: Stiffness Characteristics for test model under Radial Void Load Condition.
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 10 | Oct 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 753 The parameter identification starts using Neo-Hookean model.Theincompressiblityconstantremainsconstantforall the models so that the bulk modulus of rubber componen remains constant. In order to determine the parameters, tuning is to be done. Tuning of parameters starts with Neo- Hookean model as the number ofparametersrequiredisless. From the figure 5, as the shear constant C10 increases, the stiffness also increases and after some point no changes occures as the number of parameters required is less. But after the simulation found that this model wont fit well with the test plot as the starin rate is high enough that Neo- Hookean model becomes inadequate. Figure 5: Parameter tuning for Neo-Hookean Model Figure 6: Parameter tuning for Mooney-Rivlin Model When Neo-Hookean Model becomes inadequate at certain strain range, Mooney-Rivlin model overcomes the problem occurs in basic model. But this model also fails to captured upturns after certain strain rate. Tuning of M-R model is showed in figure 6, as increase inn material constant, the stiffness of rubber component also increases. Figure 7: Parameter tuning for Yeoh Model After a certain tuning, both Neo-Hookean and Mooney- Rivlin model becomes inadequate as it fails to capture upturns in force-displacement curve. Yeoh model overcomes the problem of these models as it can capture the upturns accurately for the strain rate ranges between 200%-300%. From the figure 7 shows, parameter identification can be done accurately for high strain rate. When simulated data compared with the test data, it is found that Yeoh model fits closely with the test data with minimum percentage of error than the other models. 5. CONCLUSION In this work, static analysis is done forrubberbushingunder radial void load conditions in Abaqus for parameter identification and curve fitting for the given rubber component behaviour. Trial and error method is used for tuning the parameters. Taguchi Design Method can be employed if the rubber component faces crack issues at the critical locations. Among the number of models available in literature and implemented into commercial FE codes, Yeoh model was found to be the most suitable choice. For both deformation types such as simple shear and equibiaxial extension, the Yeoh model gives a stable analytical description of thematerial stress–strainresponseanda good agreement between numerical and experimental data, even at large values of strains. ACKNOWLEDGEMENT I would like to express my gratitude to Dr K T Kashyap and IISC Bangalore applied Materials staff. I believe I would not have been able to successfully complete this project. His subtle way of providing guidance and giving directions helped me to clarify my objectives and thus focus on achieving them. I would like to express my heartfelt gratefulness to him. REFERENCES [1] Brinson H and Brinson L. Polymer engineering science and viscoelasticity: an introduction. Evanston: Springer Verlag; 2008. 9 [2] Majid Shahzad, Ali Kamran, Muhammad Zeeshan Siddiqui, Muhammad Farhan “Mechanical characterization and FE modelling of a hyperelastic material”, Materials Research. 2015; 18(5): 918-924. [3] Renhui Wang Chengzheng Hu(a), andJianlin Lei(b) “Theory of Diffuse Scattering of Quasicrystals Due to Fluctuations of Thermalised Phonons and Phasons” phys. stat. sol. (b)225, No. 1, 21–34 (2001) [4] W. A. Wooster, Diffuse X-Ray Reflections from Crystals, Clarendon, and Oxford 1962.
  • 4. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 10 | Oct 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 754 [5] Mooney MA. A theory of large elastic deformation. Journal of Applied Physics. 1940; 11(9):582-592. http://dx.doi. org/10.1063/1.1712836. [6] Rivlin RS. Large elastic deformations of isotropic materials I: fundamental concepts. Philosophical Transitions of the Royal Society of London A. 1948; 240(822):459-490. [7] Bing Xu, Qinshu He, Finite element analysis on the large deformations of rubber structure, Applied Mechanics and Materials Vols. 44-47 (2011) pp 1487-1491 [8] Renaud C, Cros JM, Feng ZQ and Yang B. The Yeoh model applied to the modeling of large deformation contact/impact problems. International Journal of Impact Engineering. 2009; 36(5):659-666. [9] American Society for Testing and Materials – ASTM. ASTM Standard D638. Standard test method for tensile properties of plastics. West Conshohocken: ASTM; 2010. Available from: <www.astm.org/Download-D638. pdf> .Access in: 08/14/2014. [10] Dassault Systèmes. Abaqus 6.12. Analysis user’s manual. V. III: materials. Providence: Dassault Systèmes; 2012. [11] Duncan BC, Maxwell AS, Crocker LE and Hunt R. Verification of hyperelastic test methods. Teddington: NPL; 1999. NPL Report CMMT(A) 226. [12] Chevalier L, Calloch S, Hild F and Marco Y. Digital image correlation used to analyze the multiaxial behavior of rubber-like materials. European Journal of Mechanics. A, Solids. 2001; 20(2):169-187.