neophytes

[Kaji]

Save work from a month in a design studio, today the customer asked me a quick analysis at the fem.
Unfortunately in the office we are currently only in two, all the other and more experts are at other customers, so I made myself explain quickly how we usually do, but I met some difficulties.

the procedure that have explained to me is:

- upload the step file to solid edge
- start the design space module
- import the model.

the structure to import is a welded frame, I asked if it was convenient to save through solidedge the step file as welded together and then import it into the design space module, so avoid imposing all contacts.
Moreover I was told that being a tubular frame would be better to simplify the structure by removing the fittings, I fear that besides being a somewhat laborious work both counterproductive for the formation of the lattice and finally I asked if for an analysis of the structure, assuming that the welds hold, can it be convenient to turn the frame into a single part?
thanks for the availability.

 

[lucadileta]

hello kaji the problem is still current?

 

[ceschi1959]

I have no words in reading this post.
I work with colleagues who have done years of fea simulations, have done research doctorates and turns out one who asks for a tip on a job as if to analyze things like this would suffice a nobody and a software.
Italy (minuscola means) is all here!

 

[lucadileta]

I have no words in reading this post.
I work with colleagues who have done years of fea simulations, have done research doctorates and turns out one who asks for a tip on a job as if to analyze things like this would suffice a nobody and a software.
Italy (minuscola means) is all here!

hi baskets definitely you do not improvise strutturisti, the problem is of those who ask to do analysis fe to those who have no experience or the suitable bases. the use of user friendly progammes has made the approach with the method to finite elements much simpler and this many times leads to think that it is all a tip and click when instead it is not so. Anyway I don't feel like crucifying kiji who simply asked for an opinion on the forum.

♪

 

[ceschi1959]

hi baskets definitely you do not improvise strutturisti, the problem is of those who ask to do analysis fe to those who have no experience or the suitable bases. the use of user friendly progammes has made the approach with the method to finite elements much simpler and this many times leads to think that it is all a tip and click when instead it is not so. Anyway I don't feel like crucifying kiji who simply asked for an opinion on the forum.

♪

I do not crucify kiji but who pushes him to do this for a whole series of reasons, firstly the absolute lack of respect for those who work knows how to do it, explain to me what the hell he studies for years these issues (and I did it) when you think it is enough a click and a question on a forum to solve a problem? Then, according to you, this analysis how bad will be given to the customer for free? try asking that design study if you have ever contributed free to solve other problems. Would you also trust a medical firm that sends a janitor, paid a misery, to do an intervention? The hell you need to have a degree in medicine, just ask on a forum.
I'm sorry for the rash, but I've filled the pockets of improvised people who are sent to the landing.
c.

 

[gerod]

Let's say that if kaji is at first arms, the forum cannot help him.
You need more.
For example, it would be to explain that geometry should be simplified and why.
We can't do this here. You need someone to take him.
The rash is right to those who have given the order.
I don't know what to say.
I would take the simplified axieme, import it into ansys and process it.
but so without a drawing I don't know what else to say.
Hi.