Material Testing Machines
Can anyone guide me how to get crosshead speed range equal to or greater than 1:3000 in a motorized electromechanical material testing machine? The load capacity should remain same even at lowest speed.
Blog posts
How to model a layer of thermo setting polymer in abaqus?
Dear all, I am modeling a 3 plies plywood using abaqus. I am facing some problem in modeling the resin layer which bond the wood veneer. Does anyone know how to model a layer of thermo setting polymer in between 2 ply of long grain direction wood veneer? Many thanks!
animating the results
excuse me.......
can any body tell how to animate a series of results please?
thank you.
How to understand the shear modulus of polymers
Hi everybody,
I have a question about the shear modulus of polymers. As we know, the general engineering polymers （rubbers） are highly extensible and elastic. The shear modulus，G， for the polymers subjected to the small-strain conditions, can be defined by G=NkT, where N is the number of network chains, k is Boltzmann's constant and T is temperature in Kelvins.
Real time observation of battery charging/discharing at atomic resolution
Huang et al, Science 330, 1515-1520 (2010) (download pdf , or online version);Read a perspective written by Prof. Yet-Ming Chiang, Science 330, 1485 (2010);
Academic posts in High Performance Computing - Durham University, UK
School of Engineering and Computing Sciences, Durham University, UK. We have four posts available in high performance computing applied to computational science and engineering (two lectureships, one readership and one chair). CLOSING DATE January 7th 2011.
Search on www.jobs.ac.uk or the Durham University Vacancies website
Charles Augarde
WOM 2011 - Deadline for stand alone posters - December 16, 2010
Submissions for Poster Presentation
The deadline for Poster submissions is fast approaching. To submit your 250 word abstract, go to the online submission system.
my first step with abaqus
hello i am in my first contact with abaqus i worked with plaxis but i want to model a pile in cyclic load i think that abaqus is more complete than plaxis but can any body show me how to start using abaqus in geotechnical problem
best salutations
