RE: VUMAT for Ogden hyperelasticity

"David Lindeman [email protected] [Abaqus]" <[email protected]>
Newsgroups gmane.comp.mathematics.abaqus.user
Message-ID <CY1PR03MB2297F064F3CE64B0C37325FBE1CF0@CY1PR03MB2297.namprd03.prod.outlook.com>
You need to calculate the entire stress tensor based on the given deformation gradient.  You can’t assume that any of the components are zero.  See the Abaqus Theory sections on hyperelasticity.

Regards,

Dave Lindeman
Staff Scientist
Corporate Research Systems Laboratory
3M Center 235-3G-08
St. Paul, MN 55144
651-733-6383

From: [email protected] [mailto:[email protected]]
Sent: Thursday, November 01, 2018 4:21 AM
To: [email protected]
Subject: [EXTERNAL] [Abaqus] VUMAT for Ogden hyperelasticity



hi I'm Msc student of mechanical engineering. I work on fatigue behavior of polymer.

I wrote vumat for implementation of ogden hyperelastic . my vumat have good result for one element but  for more than 8 elements my model distort excessively. I model a cube and push it with a pressure boundry condition. I set zero the component of 4 5 6 (shear component) of stressNew in my vumat manually but when I run my vumat I see large shear stress in my model.

does abaqus change stress outside the vumat?

I use abaqus 6.14-2 fortran2013 and visual studio 2012.







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