mikepl
Mechanical
- Mar 18, 2003
- 2
Hi there, I have spent three days trying to solve this problem. Any help will be GREATLY appreciated.
Ok, I have this threaded vessel. Its a hollow cylinder which is capped on both ends with nuts that enage on the threaded portions. It is packed with mixture which is compressed with a pressure of 25,000 psi, axially. The thread is a #10-32. Now all I want to do is solve for the factor of safety for the tensile and shear stresses working on the external threads of the columns.
Part 1: Tensile SF
Know I know SF = yield strength of my material /
tensile stress in part
So I know my yield stress and solve for tensile stress.
According to Roarks's formula:
stress = ((Q)*(b^2)) / (a^2 - b^2)
q = stress = 25,000 psi (known)
b= hole radius = known
a = OD radius
BUT because its threaded a is not immediately know I assume
so I went to ASME B.1.1-1989, p141
and found that the tensile stress area is equal to As
As = .7855 * (D- (.9743/(1/P))^2
I plugged everything in and solved for As
This was for a SOLID thread though, not hollow
I then worked my way backwards and solved for the radius, knowing the area and solved for "a"
Question 1: IS this the correct way of trying to find the tensile SF??
PArt 2 - Shear Stress
Same problem shear SF is unknown,
So SF = Shear strength of material (known) /
shear stress
Now how do I solve for shear strength of the external threads? My pressure of 25,000 is axial..
I can know it has to do with the Length of engagement, which is known. That beasically what I am trying to do, si come up with an adequate Length of engagement for a SF.
I do know that thread shear area= ASs (ASME-1989 B.1.1)
= [ (PI) * (1/P) * (LE) * (D1max)] *
[ (1/ 2(1/P)) + .57735 (d2min - D1max) ]
I can solve for ASs and obtain a value but I don't know what to do next..
I have ASs, a material shear strength, and an axial pressure known inside the vessel, so whats the relationship.
Does this shear strength even take into account the hole of the vessel even though I am just concerned with the shearing fo the external threads?
I have searched the internet for days with no success.
Thanks in advance!
MIke
Ok, I have this threaded vessel. Its a hollow cylinder which is capped on both ends with nuts that enage on the threaded portions. It is packed with mixture which is compressed with a pressure of 25,000 psi, axially. The thread is a #10-32. Now all I want to do is solve for the factor of safety for the tensile and shear stresses working on the external threads of the columns.
Part 1: Tensile SF
Know I know SF = yield strength of my material /
tensile stress in part
So I know my yield stress and solve for tensile stress.
According to Roarks's formula:
stress = ((Q)*(b^2)) / (a^2 - b^2)
q = stress = 25,000 psi (known)
b= hole radius = known
a = OD radius
BUT because its threaded a is not immediately know I assume
so I went to ASME B.1.1-1989, p141
and found that the tensile stress area is equal to As
As = .7855 * (D- (.9743/(1/P))^2
I plugged everything in and solved for As
This was for a SOLID thread though, not hollow
I then worked my way backwards and solved for the radius, knowing the area and solved for "a"
Question 1: IS this the correct way of trying to find the tensile SF??
PArt 2 - Shear Stress
Same problem shear SF is unknown,
So SF = Shear strength of material (known) /
shear stress
Now how do I solve for shear strength of the external threads? My pressure of 25,000 is axial..
I can know it has to do with the Length of engagement, which is known. That beasically what I am trying to do, si come up with an adequate Length of engagement for a SF.
I do know that thread shear area= ASs (ASME-1989 B.1.1)
= [ (PI) * (1/P) * (LE) * (D1max)] *
[ (1/ 2(1/P)) + .57735 (d2min - D1max) ]
I can solve for ASs and obtain a value but I don't know what to do next..
I have ASs, a material shear strength, and an axial pressure known inside the vessel, so whats the relationship.
Does this shear strength even take into account the hole of the vessel even though I am just concerned with the shearing fo the external threads?
I have searched the internet for days with no success.
Thanks in advance!
MIke