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prince1989
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I need to find a suitable mathematical method of calculating the stresses at multiple points of a circular ring subjected to point loading. I'll calculate the rest myself- any suggestions?
It's usually developed by analyzing the bending stress of curved beams. There are certain differences between the analysis of straight prismatic beams and curved beams, chiefly in how one locates the centroid of the cross section of the beam and the neutral plane.prince1989 said:Hi, thank you so much- you're a life saver! I've come across Timoshenko before while looking through Roark for a solution, so that probably will be a good place to look. I've checked the library as well and there are a few books so I'm sure that one will have what I need in it.
One last question though, if you don't mind:
The combined stress formula used in the way that you explained- is this something that I can find in a Timoshenko book? Or is this found elsewhere?
Point loading for a circular ring is a stress calculation method used to determine the amount of force or load that can be applied to a circular ring structure at a specific point without causing it to deform or fail.
Point loading is calculated by dividing the applied force or load by the area of the circular ring at the point of application. This results in a value of stress, which can then be compared to the material's maximum stress limit to determine if the structure can withstand the load.
The main factors that can affect point loading for a circular ring include the material properties of the ring, the shape and size of the ring, and the location and magnitude of the applied force or load.
Point loading is important in structural design because it helps engineers determine the maximum amount of force or load that a structure can withstand at specific points. This information is critical in ensuring the safety and stability of a structure.
Yes, there are limitations to point loading calculations. This method assumes that the circular ring is perfectly symmetrical and homogeneous, which may not always be the case in real-world structures. Additionally, point loading does not take into account other types of stresses such as bending or shear stress.