Posted by: IFPC
Expansion Joint Loads - 09/30/13 04:21 AM
Hi collegues,
I am analysing a flue gas line with an expansion joint modeled and I have to compute the loads (forces and moments) applied to the expansion joint.
Can you help me how to do it?
Thanks in advance,
Best regards,
IFPC
Posted by: MoverZ
Re: Expansion Joint Loads - 09/30/13 06:51 AM
You could locate a CNode anchor each end of your EXJ element to quickly identify imposed loads, or read the Global Element Forces report.
Posted by: Dan Edgar
Re: Expansion Joint Loads - 09/30/13 08:27 AM
If you’re modeling a flue gas joint then it’s probably a restrained expansion joint. If so, then the external loads you should put on your specification sheet to the vendors are the restraint loads at the hardware C-node. I hope this helps, if not let me know.
Dan Edgar
Posted by: IFPC
Re: Expansion Joint Loads - 09/30/13 10:06 AM
Thanks for your replies,
I have in fact C-Nodes before and after the EXJ element, but my question is what is the the value that I should consider ?
The maximum of the two C-Nodes ?
The difference ?
The sum ?
Another question: If I don´t put C-Nodes can I look for the Global Element Forces report ?
And once again should I consider the maximum, the sum or the difference ?
IFPC
Posted by: Dan Edgar
Re: Expansion Joint Loads - 09/30/13 11:05 AM
There is no need to have C-nodes at both the To and From ends of an expansion joint. You can make one end a rigid attachment and handle all of the C-node connections at the other end. In this way you should only have one set of loads to work with.
Posted by: IFPC
Re: Expansion Joint Loads - 10/01/13 02:22 AM
Dan,
But if I put an anchor with no C-Node I will be changing the conditions of the pipe system.
What do you think of looking to the values of the Global Element Forces instead?
IFPC
Posted by: Dan Edgar
Re: Expansion Joint Loads - 10/01/13 09:10 AM
IFPC,
Please send me your e-mail address and we will take this off line. My e-mail is:
pipesol@connectnet.com