Material properties and temperature
Hi All,
As you know the material properties such as Modulus of Elasticity, Poisson's ratio and Shear Modulus are temperature dependent. Especially, the polymer material as it shows significant reduction in strength and stiffness with temperature increasing.
I did a tensile test on adhesive material at different temperatures. The results showed that the E-modulus is reduced about 70% at 60 °C and the Poisson’s ratio increased also.
Research Associate position on Multiscale Modelling of Thermal Barrier Coatings (Cardiff University)
A full time postdoctoral research associate position is available at Cardiff University under the supervision of Professor Bhushan L. Karihaloo and Drs Kulasegaram and Zhu, funded by FP7. http://www.engin.cf.ac.uk/research/resInstitute.asp?InstNo=13
The research aims to develop novel metal-ceramic materials for aerospace and automotive applications.
Objectives:
Explicit solvers (LS-Dyna) : Are they faster and more accurate then implicit FEM (Marc) for solving large plastic deformation
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false
false
false
MicrosoftInternetExplorer4
Interfcing Abaqus with Matlab
Hello everyone,
Can anyody tell me the detail for the interfacing of input files(.rpt) such for displacement, Moment in Abaqus to be parameterized by the optimization algorithm in Matlab. I have used the exclamatory mark for editting all files in matlab directory......
dynamic loading
hiii
i m, arun sahu student of IIT kharagpur.my mtech thesis is effect of dynamic loading on slope stability analysis in open cast mines.i hav startted my work using software ABAQUS.can i give velocity as input in abaqus?
and here i just want to give trapezoidal form of load up to 2 sec.so plz help me in these ...............
Capturing wetting angles in transient simulations of fluids
Dear all,
I'm trying to simulate the transient behavior of a fluid and I'm finding it very difficult to capture the wetting angle.
To begin with, I only considering the idealized case.
The common approach is to apply the pressure load
p = 2 H γ
where p is the pressure (normal traction) on the surface, H is the Gaussian curvature of the surface, and γ is the surface energy
This load will of course always yield the same equilibrium shape for a viscous fluid, regardless of the value of γ.
Now, comparing with Young's relation, where one obtains a balance containing surface energies for every interface.
SES Medals Nominations: Reminder Deadline August 31, 2010
The Board of the Society of Engineering Science, Inc. seeks
nominations for the A. Cermal Eringen, Engineering Science, SES-Young
Investigator, William Prager, and G. I. Taylor Medals, and for SES
Fellows.
Post-Doctoral Position in Mechanics of Brain and Eye Development at Washington University in St. Louis
An opening is available immediately for a postdoctoral research associate in the Department of Biomedical Engineering at Washington University in St. Louis. The successful candidate will study the mechanics of early brain and eye development as part of a new NIH-funded project involving faculty in Biomedical Engineering, Mechanical Engineering, and the Washington University School of Medicine.
Hello everybody
Hello
I do my thesis on bearing capacity of foundations near slopes, I use mohr coulomb plasticity with el asticity
but I cant understand what should I do and why my result is dependent on the mesh size and why when I refine elements near
foundation the bearing capacity of the foundation becomes smaller please help me how can I do this thesis