When and where the stress objective rates are used in ABAQUS software?
Hi everyone,
I have a question about the objectivity tensor in ABAQUS software. Below is my question.
Hi everyone,
I have a question about the objectivity tensor in ABAQUS software. Below is my question.
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Thanks, Charles
Lecturer in Bioengineering
School of Engineering, Durham University, UK
Hi all!
I read that the "cmplementary starin energy of a structure is not equal to sum of the complementary strain energies of it's components, if there is non-linearity like geometric"
That means for e.g. if I consider a truss stucture subjected to loading so that it undergoes geometric non-linearity, then the sum of the complementary strain energies from members is not equal to complementary strain energy of the structure.
I request somebody to explain why is it so??
Thanks and regards,
- Ramdas
Checking the iMechanica web, I notice some discussion about the Cauchy stress tensor, whether it is covariant or contravariant. Well, a tensor is neither covariant nor contravariant, while it can be expressed by its covariant, contravariant, or mixed *components* with respect to any arbitrary coordinate system. See the attached short explanation.