Edgar J. Kaiser
                                                                                                                                                    Certified Consultant
                                                         
                            
                         
                                                
    
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                                                Posted:
                            
                                5 years ago                            
                            
                                15 lug 2020, 08:00 GMT-4                            
                        
                        
                                                    I guess that the time dependent solver fails because the procedure generates a very fast derivative. You may need to smooth the transition with respect to time and make sure the solver is appropriately sampling the transition.
Cheers
Edgar
    -------------------
    Edgar J. Kaiser
emPhys Physical Technology
www.emphys.com                                                 
                                                
                            I guess that the time dependent solver fails because the procedure generates a very fast derivative. You may need to smooth the transition with respect to time and make sure the solver is appropriately sampling the transition.
Cheers
Edgar                        
                                                
                                                                                                            
                                             
                                            
                                                
    
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                                                Posted:
                            
                                5 years ago                            
                            
                                15 lug 2020, 08:32 GMT-4                            
                        
                        
                                                    Hi Edgar,
Thank you for your time. I did think of this but the issue is that I dont know at what time step the mises stress reaches the yield value. I cant use a ramp function as that would need me to have access to the time at which to start the ramp which is an implicit value which I dont have.
Also what is your opinion about the use of if conditional statement? As i stated in my first post, its a double edged sword. Though it switches the modulus to a lower value at the defined condition, on changing the modulus, the mises stress falls below the threshold which would make the if statement to switch the modulus back to the higher value in the next time step.
Any suggestion to overcome this would be really helpful.
Thank you
Ajay
                                                 
                                                
                            Hi Edgar,
Thank you for your time. I did think of this but the issue is that I dont know at what time step the mises stress reaches the yield value. I cant use a ramp function as that would need me to have access to the time at which to start the ramp which is an implicit value which I dont have.
Also what is your opinion about the use of if conditional statement? As i stated in my first post, its a double edged sword. Though it switches the modulus to a lower value at the defined condition, on changing the modulus, the mises stress falls below the threshold which would make the if statement to switch the modulus back to the higher value in the next time step. 
Any suggestion to overcome this would be really helpful.
Thank you
Ajay                        
                                                
                                                                                                            
                                             
                                            
                            
                                                                                        
                                Edgar J. Kaiser
                                                                                                                                                    Certified Consultant
                                                         
                            
                         
                                                
    
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                                                Posted:
                            
                                5 years ago                            
                            
                                15 lug 2020, 08:51 GMT-4                            
                        
                        
                                                    Ajay,
check this blog contribution to learn how to track extrema using additional equations: https://www.comsol.com/blogs/using-the-previous-solution-operator-in-transient-modeling/
Hope it helps,
Edgar
    -------------------
    Edgar J. Kaiser
emPhys Physical Technology
www.emphys.com                                                 
                                                
                            Ajay,
check this blog contribution to learn how to track extrema using additional equations: https://www.comsol.com/blogs/using-the-previous-solution-operator-in-transient-modeling/
Hope it helps,
Edgar                        
                                                
                                                                                                            
                                             
                        
                        
                            
                                                                                        
                                Henrik Sönnerlind
                                                                                                                                                    COMSOL Employee
                                                         
                            
                                                                                                                                                
                         
                                                
    
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                                                Posted:
                            
                                5 years ago                            
                            
                                16 lug 2020, 07:08 GMT-4                            
                        
                        
                                                    Hi Ajay,
  As comsol doesnt have any such feature
The Activation node under Linear Elastic Material does exactly what you are trying to achieve.
As the membrane is made out of rubber, maybe an hyperelastic material would be a better choice, depending on the size of the strains. Since you are mentioning Young's modulus, I assume you are currently working with linear elasticity.
    -------------------
    Henrik Sönnerlind
COMSOL                                                
 
                                                
                            Hi Ajay,
> As comsol doesnt have any such feature
The **Activation** node under **Linear Elastic Material** does exactly what you are trying to achieve.
As the membrane is made out of rubber, maybe an hyperelastic material would be a better choice, depending on the size of the strains. Since you are mentioning Young's modulus, I assume you are currently working with linear elasticity.