Henrik Sönnerlind
                                                                                                                                                    COMSOL Employee
                                                         
                            
                                                                                                                                                
                         
                                                
    
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                                                Posted:
                            
                                2 years ago                            
                            
                                09.10.2023, 02:25 GMT-4                            
                        
                        Updated:
                            
                                2 years ago                            
                            
                                10.10.2023, 03:46 GMT-4                            
                        
                        
                                                    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.
    -------------------
    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:
                            
                                2 years ago                            
                            
                                09.10.2023, 10:10 GMT-4                            
                        
                        Updated:
                            
                                2 years ago                            
                            
                                10.10.2023, 03:49 GMT-4                            
                        
                        
                                                    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
                                                         
                            
                                                                                                                                                
                         
                                                
    
        Please login with a confirmed email address before reporting spam
     
    
 
                                                Posted:
                            
                                2 years ago                            
                            
                                11.10.2023, 07:13 GMT-4                            
                        
                        
                                                    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.
    -------------------
    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.