One position for a Ph.D. Student in Experimental Biomechanics for 3 years, fully employed;
expected from January 1, 2010 at the Institute of Biomechanics in Graz, Austria.
See the attachment for more details.
Dear friends
I've prepared a dynamic model of saturated loose sandy soil with abaqus software. Unfortunately, after running the model, the pore water pressure is didn't raise up. I don't know if any kind of subroutines I must use or anything else. I'm in the final step of my thesis analysisand I really need your helps.
Sincerely yours
alishafi
(in Journal of the Mechanics and Physics of Solids)
I came upon a recent paper called "Deformation gradients for continuum mechanical analysis of atomistic simulations" by Jonathan A. Zimmerman , Douglas J. Bammann, and Huajian Gao, International Journal of Solids and Structures 46 (2009) 238–253 where the authors conclude with
(jointly with Siddharth Savadatti and Senganal Thirunavukkarasu)
Hi,
I ask for help. I need to implement a user element for shell element in Ansys, and I ask if somebody know how to do this or can send me some example. I try to read something but I not found a good example about user element in Ansys Thanks a lot.
Hi, everybody, i had one problem. see the attached image.
Does anyone know how to get the strain function or strain energy of the perfect epitaxial film? Or could you recommend some textbooks or references about this topic?
Thank you
Hi everyone,
I have modelled a simple beam using continuum elements to assess the mechanical behaviour. The results are quite good since it could predict deflection close to test data. Using ABAQUS general-purpose shell elements, the deflection is quite small compared to test results ie it appears the material has become more stiff. Can any one give me a clue?
Many thanks in advance,
Emmanuel
