The Institute of Structural Analysis at Leibniz Universität Hannover invites applications for a
PhD candidate position
(Salary scale TV-L E13)
The position will be available from 1 November 2010 and should lead to a PhD thesis.
Research Project
The Faculty of Engineering, International Islamic University Malaysia is organizing this International Conference to bring together researchers and engineering professionals from all over the globe to meet and deliberate in the beautiful green city of Kuala Lumpur.
Hi , am a student, doing PG, need this book, please send me the soft copy to this id sathish.ml [at] gmail.com (sathish[dot]ml[at]gmail[dot]com) or link to down the book, thanks in advance
The published version may be accessed at
https://www.researchgate.net/publication/251448926_Ductile_Fracture_by_…
Since then, two other reviews were co-authored by me:
For Acta Materialia:
https://www.researchgate.net/publication/289140144_Failure_of_Metals_I_…
And for IJF @ 50
https://www.researchgate.net/publication/305694679_Ductile_failure_mode…
Hi all,
My first question is i have a set of stress Vs strain data for different strain rates (100/s to 350/s). Can prony series be extracted using these data? Or is there a way in Abaqus i can enter directly this data?
After reading for a while a came to know that stress relaxation data is needed for defining pony series. My second question is can stress relaxation data can be obtained for high strain rates in the order of 100 to 350/s?
Thanks all
Tenure-Track Assistant Professor in Multifunctional Infrastructure Materials -- ADVERTISEMENT
Dear guys,
Can some persons help me please? How to get zero thickness cohesive element zone by abaqus cae. I am in a rush, please?
I really appreciate your help!
Wei Wang
Like others, I'm very sorry to learn of Jerry Marsden's passing. He kindly helped all who asked (including me) despite a very busy life and recent illness. It seems fitting to mention this before citing him below.
According to Marsden/Hughes (Mathematical Foundations of Elasticity), stretch & shear (from homogeneous elastic deformation) are determined soley by U in the polar decomposition of the deformation gradient F=RU where R = rot'n & U = right stretch.
