maxh
Mechanical
- Dec 14, 2002
- 49
Can anyone help with some guidance on reducing or mitigating the phenomenom of noise transmission along pipewalls (in this context pipe means the sort of pipe you get on a process plant - ie 2" dia up to 30" dia and 1/2" to 1" thick).
I have some basic information on the use vibration blocking masses from the architectural world, but this approach ends up with you installing a transport container size mass on the larger pipes, which is not practical when the pipe in question can be 40 feet in the air.
Nothing I can find really tells me a practical approach to this problem.
Would longitudenal stiffening bars dampen flexural waves and what about other modes of transmission ?
Do I need to worry about higher modes ?
How would I design such a dampening system ?
Is there an FEA package that would examine this problem that doesn't cost too much to buy ?
Can it be done without excessive numbers of hours being required ?
Is FEA the best / only way to solve this problem ?
Any help / ideas would be appreciated.
maxh
I have some basic information on the use vibration blocking masses from the architectural world, but this approach ends up with you installing a transport container size mass on the larger pipes, which is not practical when the pipe in question can be 40 feet in the air.
Nothing I can find really tells me a practical approach to this problem.
Would longitudenal stiffening bars dampen flexural waves and what about other modes of transmission ?
Do I need to worry about higher modes ?
How would I design such a dampening system ?
Is there an FEA package that would examine this problem that doesn't cost too much to buy ?
Can it be done without excessive numbers of hours being required ?
Is FEA the best / only way to solve this problem ?
Any help / ideas would be appreciated.
maxh