JackBolt
Structural
- Jul 9, 2005
- 17
Hello all,
I want to model an existing pipe in a piperack and use CNODES to impart a 3" vertical upward deflection to simulate lifting a portion of the pipe with come-alongs. There are no thermal stresses being considered, just trying to see what stresses are induced by lifting a portion of the pipe to make some repairs. The geometry at the point of consideration is a 4" teeing into an 8" which also has a 12" branch. I need to lift the 4" portion of the line 3 inches and want to make sure I do not overstress any portion of the line(s). My question: Is CNODES the best way to model this 3" vertical displacement? If not, please suggest alternatives.
Thanks in advance,
I want to model an existing pipe in a piperack and use CNODES to impart a 3" vertical upward deflection to simulate lifting a portion of the pipe with come-alongs. There are no thermal stresses being considered, just trying to see what stresses are induced by lifting a portion of the pipe to make some repairs. The geometry at the point of consideration is a 4" teeing into an 8" which also has a 12" branch. I need to lift the 4" portion of the line 3 inches and want to make sure I do not overstress any portion of the line(s). My question: Is CNODES the best way to model this 3" vertical displacement? If not, please suggest alternatives.
Thanks in advance,