Hi everyone,
I'm hoping someone can clear up this topic a little for me. I've seen this discussed elsewhere and I'm interested in obtaining further clarification.
It seems to me that if you have one fine pitch and one course pitch threaded bolt, both having the same diameters, grades, and finishes, and you put a nut on each bolt and torque the nuts to equal torques, the fine pitch nut should exert a greater axial load than the course pitch nut.
This seems plausible because the fine pitch nut should have a greater mechanical advantage than the course pitch nut, due to the thread pitch being less steep.
However, is this really the case ?
I have read that even identical bolts, when tightened to identical torque values, can vary in their actual tensions from plus / minus 25% to plus / minus 50%, because 85% of the torque is consumed by friction. This friction varies on each bolt. I read the information here...
(link was posted in another eng-tips thread)
If this information is reliable, then it seems almost impossible to do a real world test to accurately measure differences in axial loads of fine and course pitch bolts torqued to the same values. A variation of plus / minus 25% to plus / minus 50% on identical bolts seems huge.
The preload formula at the following link seems to take thread pitch into account in the "K" factor...
1. Is it generally assumed that a fine pitch thread will exert a greater axial force than a course pitch thread of the same diameter torqued to equal values ? Strictly from a theoretical standpoint, everything else being equal, this should be the case, correct ?
2. Is the mechanical advantage difference between a fine and course pitch thread of equal diameter generally very slight ? Anyone know what the difference generally is ? If it is slight, then I supposed any differences would be nullified by the fairly large friction variations given above.
3. Would any differences in axial force of fine and course pitch bolts be more prevalent on small or larger bolts ?
This seems like a case where practical application counters theory and common sense reasoning, mainly due to friction.
I would appreciate any feedback,
Thanks
John
I'm hoping someone can clear up this topic a little for me. I've seen this discussed elsewhere and I'm interested in obtaining further clarification.
It seems to me that if you have one fine pitch and one course pitch threaded bolt, both having the same diameters, grades, and finishes, and you put a nut on each bolt and torque the nuts to equal torques, the fine pitch nut should exert a greater axial load than the course pitch nut.
This seems plausible because the fine pitch nut should have a greater mechanical advantage than the course pitch nut, due to the thread pitch being less steep.
However, is this really the case ?
I have read that even identical bolts, when tightened to identical torque values, can vary in their actual tensions from plus / minus 25% to plus / minus 50%, because 85% of the torque is consumed by friction. This friction varies on each bolt. I read the information here...
(link was posted in another eng-tips thread)
If this information is reliable, then it seems almost impossible to do a real world test to accurately measure differences in axial loads of fine and course pitch bolts torqued to the same values. A variation of plus / minus 25% to plus / minus 50% on identical bolts seems huge.
The preload formula at the following link seems to take thread pitch into account in the "K" factor...
1. Is it generally assumed that a fine pitch thread will exert a greater axial force than a course pitch thread of the same diameter torqued to equal values ? Strictly from a theoretical standpoint, everything else being equal, this should be the case, correct ?
2. Is the mechanical advantage difference between a fine and course pitch thread of equal diameter generally very slight ? Anyone know what the difference generally is ? If it is slight, then I supposed any differences would be nullified by the fairly large friction variations given above.
3. Would any differences in axial force of fine and course pitch bolts be more prevalent on small or larger bolts ?
This seems like a case where practical application counters theory and common sense reasoning, mainly due to friction.
I would appreciate any feedback,
Thanks
John