Karlsruhe
Civil/Environmental
- Feb 13, 2003
- 1
hi,
I have a quite easy task/problem. I only want to calculate stresses in a construction that consists of welded sections. What is a simple and accurate way to model welds? Take for example to parts in the assembly mode and model the weld simply as a trinagle and fit it inbetween - and contrain each of the two parts with the modelled weld?
is this sufficiant?
thanks for responses,
Tony
I have a quite easy task/problem. I only want to calculate stresses in a construction that consists of welded sections. What is a simple and accurate way to model welds? Take for example to parts in the assembly mode and model the weld simply as a trinagle and fit it inbetween - and contrain each of the two parts with the modelled weld?
is this sufficiant?
thanks for responses,
Tony