Posted by: CCMech
Underground pipe density - 01/27/11 11:32 AM
Hi all,
I found that after I converted the piping to underground piping, part of the pipe desity became zero. When I put the pipe density back, I got high stresses at the sustained case.
Can anybody tell me why underground pipe desity should be zero?
Thanks a lot!
Posted by: Richard Ay
Re: Underground pipe density - 01/27/11 10:19 PM
You want the density set to zero. Think about the model, it is continuously supported along the pipe length - therefore there will be no weight stress. The only way to accomplish this in a "discretized model" is to set the densities to zero.
Posted by: CCMech
Re: Underground pipe density - 01/27/11 11:59 PM
Thanks Richard.
With CAESAR II 2011 version, not all the underground pipe densities are set to zero. Should I set them all to zero?
Posted by: Richard Ay
Re: Underground pipe density - 01/28/11 07:45 AM
They should all be zero. Can you send me the "unburied model", so we can check this out here?
Posted by: CCMech
Re: Underground pipe density - 01/28/11 11:29 AM
I converted the piping to underground piping again. This time all the densities are zero. I don't know what happened, but it is working now.