Hello all,
Some time ago I solved a transient thermo-mechanical problem using Abaqus 6.10, and I was quite satisfied with the observed results (frictional dissipation energy and power loss due to friction).
Now, I am solving the very same problem with Abaqus 6.14 (using the very same *.inp...
Hello all,
I need to perform a finite element analsysis to determine the deformation of a can under a 2bar internal pressure.
The material of the can is TH520 (tin plate, i've got the strain-stress curves), and the thickness of the plate is 0.18mm - 0.19mm.
I have performed a non-linear...
Hi,
I'm doing a static analysis of a beam with a point load. I think it is a very simple problem, but Abaqus can't solve it. After five incrementes and a time incremente reduced to 3.906E-03, the *.msg file says:
***NOTE: THE SOLUTION APPEARS TO BE DIVERGING. CONVERGENCE IS JUDGED...
Hi all.
I'm modelling the interaction between the gear drive axle and the bearings in its extremes. I've modeled the axle with linear beam elements, and i was thinking to put in its final nodes boundary conditions that simulate the bearing stiffness.
I'm thinkin of use spring elements, or...
Hi
I need to know wich element type is better to solve contact problems with FEA.
I think the better choice are linear elements, but I need any bibliographical reference to contrast this thought.
Thanks in advice
Hi!I'm a newbie in FEA world, using Marc preference for Patran.
I've got two questions about FEA:
The first one is, how can I specificate a moment (rotational force) in Patran? I've tried with the LBC 'Force', but no action seems to ocurre when the analysis is launched.
The second question is...
Hi!
I'm a newbie in FEA world, using Marc preference for Patran.
I've got two questions about FEA:
The first one is, how can I specificate a moment (rotational force) in Patran? I've tried with the LBC 'Force', but no action seems to ocurre when the analysis is launched.
The second question...
