getfem-users
[Top][All Lists]
Advanced

[Date Prev][Date Next][Thread Prev][Thread Next][Date Index][Thread Index]

Re: [Getfem-users] Calculating Hydrostatic Pressure for Incompressible N


From: Yves Renard
Subject: Re: [Getfem-users] Calculating Hydrostatic Pressure for Incompressible Non-Linear Hyperelastic material
Date: Thu, 9 Feb 2017 09:40:40 +0100
User-agent: Mozilla/5.0 (X11; Linux x86_64; rv:45.0) Gecko/20100101 Thunderbird/45.5.1


Dear Samyak,

May be to be more precise, I would add that if you use the finite strain incompressible law, then the multiplier (call it lambda)  used to prescribe the incompressiblity constraint is to be added to the spheric part of the Hyperelastic Law used

sigma = Hyperelastic_law_used - lambda Id(3)

So that the hydrostatic pressure is -1/3*Tr(sigma) contains two terms.

Yves.


Le 09/02/2017 à 09:26, Konstantinos Poulios a écrit :
Dear Samyak,

It is definitely not true that the hydrostatic term -1/3*Tr(sigma) should be zero in an incompressible material. If this is the case you are simply calculating the deviatoric part of sigma instead of sigma. In order to get sigma you need to add the term p*Id(3). Actually the hydrostatic term you are looking for is simply equal to p.

Best regards
Kostas



On Thu, Feb 9, 2017 at 4:20 AM, samyak jain <address@hidden> wrote:
Dear getfem-users,

I am currently trying to solve a contact problem between a hyperelastic rubber and a rigid bosy and I need to calculate the pressure values on either on the rubber.

I am using Incompressible Mooney-Rivlin Hyperelastic law and if my model I am adding also adding finite strain incompressibility brick. 

Now when I calculate Cauchy Stress from second piola kirchhoff stress, I am getting the Hydrostatic term (-1/3Tr(sigma)) of the cauchy stress tensor as zero which is what it should be as the material is incompressible.

So, is there a way is getfem to calculate the hydrostatic pressure term for such incompressible materials.I believe treating the material as nearly incompressible (Poisson's ratio 0.499) is one way to solve it but I don't know how it works or if it is implemented in the model.

Could you guys please provide any help or suggestion to calculate the hydrostatic pressure for such a case.

Thanks a lot.

Yours sincerely
Samyak

_______________________________________________
Getfem-users mailing list
address@hidden
https://mail.gna.org/listinfo/getfem-users




_______________________________________________
Getfem-users mailing list
address@hidden
https://mail.gna.org/listinfo/getfem-users


-- 

  Yves Renard (address@hidden)       tel : (33) 04.72.43.87.08
  Pole de Mathematiques, INSA-Lyon             fax : (33) 04.72.43.85.29
  20, rue Albert Einstein
  69621 Villeurbanne Cedex, FRANCE
  http://math.univ-lyon1.fr/~renard

---------

reply via email to

[Prev in Thread] Current Thread [Next in Thread]