Henrik Sönnerlind
COMSOL Employee
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Posted:
11 months ago
2023年10月9日 GMT+2 08:25
Updated:
11 months ago
2023年10月10日 GMT+2 09:46
The equivalent Young's modulus, Eeq, is a non-essential quantity. For the hyperelastic material itself, it is not used. In some other features, for example inContact, it is used as characteristic stiffness when defining a default penalty factor. If you have a situation where it is misssing, you can just replace it with any number that gives a correct order of magnitude of the stiffness of the material.
In the built-in hyperelastic materials, it is defined as the Young's modulus at infinitesimal strain.
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Henrik Sönnerlind
COMSOL
The equivalent Young's modulus, Eeq, is a non-essential quantity. For the hyperelastic material itself, it is not used. In some other features, for example in *Contact*, it is used as characteristic stiffness when defining a default penalty factor. If you have a situation where it is misssing, you can just replace it with any number that gives a correct order of magnitude of the stiffness of the material. In the built-in hyperelastic materials, it is defined as the Young's modulus at infinitesimal strain.
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Posted:
11 months ago
2023年10月9日 GMT+2 16:10
Updated:
11 months ago
2023年10月10日 GMT+2 09:49
Dear Henrik,
Thanks for the reply. Is there any way to get that equation? I am curious how to define the equivalent Young's modulus in especially that equation.
I found one in Storakers, Eeq = 9*((2/3+2*beta1)*mu1+(2/3+2*beta2)*mu2)*(mu1+mu2)/(3*((2/3+2*beta1)*mu1+(2/3+2*beta2)*mu2)+mu1+mu2), but the value is slightly off.
Thanks. B.T.
Dear Henrik, Thanks for the reply. Is there any way to get that equation? I am curious how to define the equivalent Young's modulus in especially that equation. I found one in Storakers, Eeq = 9\*((2/3+2\*beta1)\*mu1+(2/3+2\*beta2)\*mu2)\*(mu1+mu2)/(3\*((2/3+2\*beta1)\*mu1+(2/3+2\*beta2)\*mu2)+mu1+mu2), but the value is slightly off. Thanks. B.T.
Henrik Sönnerlind
COMSOL Employee
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Posted:
11 months ago
2023年10月11日 GMT+2 13:13
Sorry, I am not certain that I understand the question. Are you asking about the derivation of the expression above for the Storakers material?
Basically, you compute the shear modulus (G) and bulk modulus (K) analytically from the strain energy density equation, linearized at zero strain. Then, E_equ=9K*G/(3K+G) using expressions from linear elasticity.
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Henrik Sönnerlind
COMSOL
Sorry, I am not certain that I understand the question. Are you asking about the derivation of the expression above for the Storakers material? Basically, you compute the shear modulus (G) and bulk modulus (K) analytically from the strain energy density equation, linearized at zero strain. Then, E_equ=9K\*G/(3K+G) using expressions from linear elasticity.