Hi,
I am a mechanical engineer and have been in industry for past 12 years.Was trying to find out a good instituition to purue an Online MS degree in Mechanical Design/or any other core mechanical stream.Can anyone help me with this please.
My sincere apologies if this is not the right place to post a query like this.
Best Regards
How to model Bimodulus Material in ANSYS or any Finite Element Analysis software to find out Neutral axis shift in simple bend test.
Join us to congratulate Professor Davide
Bigoni, who has just been awarded with the ERC Advanced Grant
Proposal 340561 - Instabilities and nonlocal multiscale modelling of
materials, years 2014-2018, 2.4 M.
Congratulations Davide!
More on Davide's research:
Dear Colleagues,
I wish to share with you our recent article on "Higher-order adaptive finite-element method for Kohn-Sham density functional theory", which will soon appear in the Journal of Computational Physics. Below is the abstract and attached is a preprint of the article.
P. Motamarri, N.R. Nowak, K. Leiter, J. Knap, V. Gavini, Higher-order adaptive finite-element methods for Kohn-Sham density functional theory, J. Comp. Phys. 253, 308-343 (2013).
Hi
I am trying to simulate a delamination in a multilayer plate using seam in abaqus. Has any body utilized this function for the same purpose?
Thanking you
Bending of cables and, for that matter, of any helical strand system (such as overhead electrical conductors) is a challenging solid mechanics problem, with geometry and multibody frictional contact aspects. As seen in several recent papers, one workable approach is based on Coulomb’s laws of friction. An earlier contribution by Lehanneur (1949), published in French, has generally been ignored. The attached report presents a translation into English (including a presentation) of this most interesting work.
Hello everyone,
I need an urgent help. I have no idea how to define two phase poroelastic soil in abaqus. Water and soil should be treated as two different materials rather than a single material. And how to define the poroelasticity (saturated soil). Can abaqus perform these analysis.
(1) Coupled quasi-static for saturated soil
Many prior posts asked about manufacturers of Split Hopkinson Pressure Bar equipment. REL Inc in Calumet MI (http://www.relinc.net/products/hopkinson-bar/) designs, builds & installs custom equipment to meet your requirements. We offer a university discount. And, we provide in-house testing; manufacturing of samples, etc. A new offering in this field is our SurePulse software which simplifies the data acquisition effort for Hopkinson bar testing.
A question for the audience:
