Why does point A experience compression in a loaded crankshaft?

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yonese
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Summary:: I'm stuck on a year 2 mechanics question. I have this simplified crankshaft with a load P at the end. The solutions to the exercise have said that point A is in compression due to a bending moment but I don't understand why that is. The solutions and my calculations have both come out with positive values for the stress at A, and I thought a positive value for stress = tension, negative = compression.

Figure Q5: 3D sketch of a bent shaft with a crank arm, dimensions b1 and b2 marked, a load P applied at the end, and point A on the vertical section near the support, with x, y and z axes shown.
 
Attachments
  • Isometric drawing of a cantilever crankshaft-style component: a cylindrical shaft fixed to a wall at point A, with offset segments labelled L1, L2 and L3, diameter D and D/2, and a downward load P at the free end.
    Screen Shot 2020-12-19 at 14.59.13.png
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  • Figure Q5: 3D sketch of a bent crankshaft-style bar in a frame with axes x, y and z, a point A on the vertical section, dimensions b1 and b2, and a downward load P at the free end.
    Screen Shot 2020-12-20 at 16.19.32.png
    34.5 KB · Views: 241
The moments (and forces) have directions that can be determined by the sign.

But for a beam in bending, you have the following situation:

Diagram of a rectangular block of stacked yellow cells bent into a fan-shaped arc by opposing moments M at each end, with lines converging to a point at the top.

Left: curved beam segment with axes x and y and a bending moment Mz arrow; labeled Bending Moment. Right: straight beam with green stress-distribution block at its end, labeled Force distribution within beam, with axes x and y.

When under the bending moment ##M##, the point on the convex portion (bottom) of the beam is in tension, but the concave portion (top) of the beam is in compression. The point A of your crankshaft would be in the concave portion.
 
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Welcome, yonese! :cool:

If we eliminate section b2 of the crankshaft, could you see the direction of the forces acting on point A due to bending more clearly?

Signs are only an arbitrary convention.
 
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Thank you! I hadn't thought of eliminating section b2, which does make it simplier to understand the forces acting on the beam. I can understand whether point A would be in compresssion or tension if it were right on top of beam or under the beam, but since point A is 'on the side' of the beam, how would you determine if its in compression or not?

I haven't included load P when imagining the forces acting on point A. I've just visualised b1 as a simple beam.
 
jack action said:
The moments (and forces) have directions that can be determined by the sign.

But for a beam in bending, you have the following situation:


When under the bending moment ##M##, the point on the convex portion (bottom) of the beam is in tension, but the concave portion (top) of the beam is in compression. The point A of your crankshaft would be in the concave portion.


Thanks. I completely forgot I had learned this... Thanks for refreshening my memory.

Someone has kindly pointed out that I have attached two images... Could you tell I'm new? Correct me if I am wrong, but if I were the find the stress at point A in the second image (greyed out one), point A would be in the concave portion and so be in tension, as the load P is now driving downwards instead of sideways?
 
Yes, in the greyed out image, point A would be in tension.

It is not a question of 'top' or 'bottom', it's a question of 'concave' and 'convex'. So it works in any position. Just imagine your part made out of rubber and imagine how it would deform under your load. If you're pulling on the handle (in any direction), the concave shape of the beam will be on the side that you are pulling, thus in compression.
 
yonese said:
Thank you! I hadn't thought of eliminating section b2, which does make it simplier to understand the forces acting on the beam. I can understand whether point A would be in compresssion or tension if it were right on top of beam or under the beam, but since point A is 'on the side' of the beam, how would you determine if its in compression or not?

I haven't included load P when imagining the forces acting on point A. I've just visualised b1 as a simple beam.
For figure Q5, point A would be under compression load, which would be the opposite to the situation shown in the greyed diagram.
 
Point A in your first diagram Figure 1 is not in the same place as point A in your second diagram Figure Q5.
 
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