New website - D. Rittel
My new website (still under construction):
rittel.net.technion.ac.il
All welcome :=)
My new website (still under construction):
rittel.net.technion.ac.il
All welcome :=)
Hello,
I am trying to simulate hydraulic damper by SPH method. I have already tried CEL method but didnt work. In SPH method I have following problem,
1. How to define the particle elements to a fluid inside the damper?
2. for defineing particles we need to write in input file so how and what to add in input file?
Thanks,
A review article of our research at IBM TJ Wason Research Center in piezoelectronic transistor, an exploratory device beyond silicon, is published in MRS Bulletin, Volume 37, Issue 11, November 2012, pp 1071-1076. Your future computer may depend even more on the mechanics.
http://journals.cambridge.org/action/displayAbstract?fromPage=online&ai…
Abstract
I am doing simulation of fiber reinforced composites, for that I have modelled a cubic REV. However , when I am constraining the opposite faces' node displacement sum to be 0 and coupling the nodes in each face in the direction perpendicular to the area, ANSYS is coming out . I have tried this on i7 processor with 8GB RAM system. I am confused if its a RAM problem or a model problem. If there are too many constraints if I apply coupling as well as constraint???
Hello,everybody
Can somebody help me,I need to do a thermal -fluid-structural analysis in abaqus.I did thermal-structural but alsoi i need to add CFD anylysis of natural convectio
the best way in abaqus..Is it possible to calculate natural convection and buyoancy drivenn flow in abaqus CFD as a coupled problem with thermal-structural analysis
if yes,how?
Thank you for every idea
Hi, i am going to run my Experiment for tensile testing of different steel samples at different strain rates ofcourse it is Medium strain rate (1*10-1 - 1*103 s-1 ). and my quetion here is how to adjust my strain rates on this machine? is the cross head speed a strain rate? if that is the case i think the cross head speed of the machine i am going to use is max. 15 mm/s. so it is very small for my ranges to apply . any one can help me or give me comment on this issue.
I appriciate any help that comes to me.
thank you
Dear Colleagues,
A new excellent book has been recently released “Nonlinear Solid Mechanics: Bifurcation Theory and Material Instability by
Davide Bigoni (Cambridge University Press).
Hi
I am trying to use the user-defined subroutine functionality in ABAQUS 6.11. I have set up a simple test case of an object (cube) being displaced harmonically in time (DISP.FOR, Standard Implicit). The subroutine DISP.FOR is shown at the end of the post.
hi
i 've modeled a submerged cylinder subjected to underwater explosion.
there is an example of this problem in Abaqus Example Documentation.
"9.1.3 RESPONSE OF A SUBMERGED CYLINDER TO AN UNDERWATER EXPLOSION
SHOCK WAVE"
i have modeled the problem and analysed but the U1 Translation Graph for Endcaps is different to original example graph.
the velocity of endcaps during explosion is negative , but for my analys its positive !
I have a question about the EQUATION constraint to apply periodical boundary conditions via Script in Abaqus. The detailes is as follows
(1) Create the node sets firstly in the PART Module;
(2) Using script to create node sets containing only one node;
(3) Using the following script to establish the EQUATION constraint
mdb.models['Job-1'].Equation(name=’Constraint-1′, terms=((1.0,
‘PART-1-1.Node-1′, 1), (1.0, ‘PART-1-1.Node-2′, 1), (-1.0, ‘RP1′, 1)))