Robster1us
Mechanical
- Dec 31, 2009
- 27
Hello all, back again with a piping thermal movement question. If I think about how a pipe might move in the thermal case of a long straight pipe between (2) anchors, with a loop to take up movement, when pipe is expanding and is resting on supports that are not frictionless, the friction forces at any two adjacent supports tend to cause the pipe in-between to bow (I think BigInch calls this "snaking") in a direction perpendicular to the direction of expansion, which then lessens the effectiveness of the expansion loop (in other words, the loop itself moves less). I am imagining some version of pushing on a semi-stiff rope.
Assuming that assertion is correct (please feel free to educate me if not), when I reverse my thinking in terms of a contracting pipe in refrigeration service, I'm now pulling on the rope, and so, assuming that the "rope" doesn't stretch much due to the frictional forces at the supports (seems like a good assumption with steel pipe), then is it reasonable to think that, most of the time, considering friction and it's effects on the functioning of a contraction loop in cold service is not anywhere close to being as important as it is in expanding pipe. In other words, barring additional assumptions, in the situation described above, the behavior of the contraction loop can be assumed that of a frictionless support. Is that right?
Some of my assumptions include: horizontal steel pipe, simply-supported every 10 feet or so (or within MSS SP-58 guidelines).
Thank you in advance for your thoughts. I enjoy the insights that the forum members always share so generously.
Assuming that assertion is correct (please feel free to educate me if not), when I reverse my thinking in terms of a contracting pipe in refrigeration service, I'm now pulling on the rope, and so, assuming that the "rope" doesn't stretch much due to the frictional forces at the supports (seems like a good assumption with steel pipe), then is it reasonable to think that, most of the time, considering friction and it's effects on the functioning of a contraction loop in cold service is not anywhere close to being as important as it is in expanding pipe. In other words, barring additional assumptions, in the situation described above, the behavior of the contraction loop can be assumed that of a frictionless support. Is that right?
Some of my assumptions include: horizontal steel pipe, simply-supported every 10 feet or so (or within MSS SP-58 guidelines).
Thank you in advance for your thoughts. I enjoy the insights that the forum members always share so generously.