Dear Mike , I agree with what you say While :
I'd love to be present in production sites and labs , I don't like just sitting at a table, it's mostly your manager that doesn't like to see you walking around to learn things that they might not want !! and overload you with work !
maybe in the...
It's seems that you are not reading my answers and despite everyone being an engineer all are on the side of tech.
While it's ok that the tech person or even the company rules don't allow the engineer know much about the laboratory details, and test modifications, the other side of the road is...
It has happened to me in my first job, in metal forming simulation where the software wad simple so I was given other works as technical designer, but after a while they decided to send the technical designer to the course, while they expected me to learn it myself, and after they didn't renew...
So you mean that if the technician stands behind the engineer all the time when he is writing a code for a problem that is not solved during the last 10 years in the company then the engineer is arrogant?
Hi All
If one engineer works as a calculation eng (R&D) but he needs to collaborate with the technician of the laboratory ( who seems to be not so much friendly with graduated engineers , even hostile) whom shows too much curiosity at the engineer's activity, to know what he is doing and how...
Hi All
I just need to know how does a fatigue analysis software use the FEM model we load in it to calculate the life, cause i don't find it on manuals
Hi All
a software I am using , doesn't give the centroidal results easily, does it really matter to use centroidal or elemental or nodal to be used in Fatigue analysis ?
Hello Everybody
I would like to know, if i am supposed to conduct a multi axial fatigue analysis using Ansys (with 6 load cases) to be exported to Fe safe , which files should I save ano how can I agglomerate all the 6 load cases results in one output file ? cause in another software it was...
Hi All
I am doing a modal and harmonic analysis
Why aren't the resonance frequencies resulting equal in two cases if I drop the modal solution onto harmonic analysis system and if I don't drop and do the harmonic solution independently from Modal results ?
Hi everybody
doing a modal analysis for a part of dimensions of 200 mm, when I request deformation for modal analysis results, I get some maximum values like 250, 400 in deformation results, which is somehow meaningless, specially becuase I have fixed my part ( a cyclinder) from two sides)...
I am sorry, since there is no dedicated forum to fatigue, I searched for fatigue keyword in the website and found questions in these two forums, FEM and materials, since I do simulation I asked the question here, but if possible please request to displace it to avoid discomfort