Hello,
I had a question regarding this simple circular tunnel model shown below.
I have the following modeled to check the shear SQY. I know I'm missing something simple here so I hope I can get some help.
L=100 ft (total longitudinal length)
Lpl = 1 ft (longitudinal length of each plate)
Supports: Fixed but MX MY MZ at both ends as shown above.
Load: 100 k/ft^2 applied at top half of cylinder for full length along Global -Y.
Local Coordinates:
x - along circumference
y - along longitudinal axis
z- perpendicular to plate
According to this set up summing all the SQY stresses (careful to rotate for global Y since SQY is perpendicular around circumference) should give me the global shear stress at one section.
In doing this and comparing it to a simple V = wL/2 I find its too far off. I also take the ring close to end reaction which I presume to be close to said reaction sum at end and find its far too low from summing QY forces.
Here is a contour of the SQY
My question is simple, how would I go about calculating the global shear (about global Y) at a certain cut of this model? I presume I'm missing something simple so all answers welcome, thank you.