Simple Mechanics of Materials: Deformation and Torsion

Seraph042

1. The problem statement, all variables and given/known data

Shaft AB is fixed at point A and is subjected to a torque T
= 2.5 kN·m applied at point B and an axial force P = 30 kN applied at
point C.

The actual shaft specifications (type of material, prismatic / changing cross sections are left up to us and is NOT the point of my question)




2. Relevant equations

[tex]\delta[/tex] = PL/AE
P = force, L = length, A = cross-sectional area, E = elastic modulus

[tex]\phi[/tex] = TL/GI_p
T = torque, L = length, G = shear modulus, I_p = polar moment of inertia


3. The attempt at a solution

I am basically treating this as 1 deformation problem and 1 torsion problem

For the deformation / axial part:
After cutting the sections, I find that R_A = P and R_B = P also

And thus,

[tex]\delta[/tex]_total = [tex]\delta[/tex]₁ + [tex]\delta[/tex]₂

Where
[tex]\delta[/tex]₁ = PL_AB/A_ABE_AB
And
[tex]\delta[/tex]₂ = PL_BC/A_BCE_BC

For the torsion part:
Here is where I am very unsure of what to do. I know there will be a reaction torque at A, but will point C have one also?
Right now I've got this -
T_o + T_C + T_A = 0
=> T_o = T_A - T_C

And

[tex]\phi[/tex]₁ = [tex]\phi[/tex]₂

Such that

[tex]\phi[/tex]₁ = T_ABL_AB/G_ABI_P,AB

And

[tex]\phi[/tex]₁ = (T_AB-T_o)L_BC/G_BCI_P,BC

Am I on the right track? Where is my analysis flawed ?

Attached Thumbnails

 

Mapes

1) No, there won't be a reaction torque at point C, because there's no constraint there.

2) I don't agree with T_o = T_A - T_C or the idea that there's an additional angular displacement between B and C.

Seraph042

Ok, I understand that my torsion analysis is all off (I've definitely had problems with this part of the class)

A few things:
- Is my axial deformation analysis correct?
- How should I go about the torsion analysis? We have to find the angle of twist at point C.
We can't assume that there's only the reaction torque at A because otherwise there would be no angular displacement?

I'm pretty confused with the whole torsion part overall

Mapes

Your axial calculations look fine. I'd suggest getting something compliant, like an eraser or strip of rubber, and twisting and holding it in different spots to build up your intuition on angle of twist and reaction torque. If you hold the sample at one end and twist it in the middle, what's the angle of twist at the other end? Does the angle keep increasing?

Seraph042

Yes the angle does keep increasing, but I'm still having difficulty in figuring out how to calculate the angle of twist directly at that end based on the single reaction torque and the external torque... how would you, quantitatively, do this?

Mapes

Did you really try it? The angle doesn't keep increasing from B to C (theoretically or experimentally), because there's no torque on this section.

Try plotting the torque as a function of distance along the rod.

Seraph042

Sorry, that isn't what I meant, I just meant that there will be an angle of twist from B to C due to the applied torque at point B.

What I'm having trouble figuring out though is exactly how to analyze this situation, because (as you said) there is no reaction torque at point C.

Does that mean that the reaction torque at point A is equal to the applied torque? [T_A = T_o]

As far as the torque variation along the rod, would it be T_o from point A to point B, and then decrease linearly until it gets to zero at point C ?

Mapes

Sure, you can show this by adding up the torques and setting the sum to zero (since the rod isn't accelerating).

It would be T_o on the left side, but it wouldn't decrease gradually. Try drawing a free-body diagram from just right of B to C. The lack of reaction torque at C (we know this because there's nothing marked there) means that no positive torque can exist in this section.

Seraph042

If I do a FBD from just after B to C, I just have the reaction torque at point B (T_B) and since there is no other torque for that part, T_B = 0.

Would that mean [tex]\phi[/tex]_C = T_oL_BC / G_BCI_P,BC?

Mapes

Section BC?

Seraph042

The shaft section from point B to point C, I get that T_B = 0

Any of this sound correct?

Mapes

I like it up to the point where you calculate the angle between A and B by using the properties from B to C!

Seraph042

Well I'm supposed to calculate the angle of twist at point C, so I figure to use the applied torque at point B and use the properties of the shaft from B to C (shear rigidity, polar moment of inertia, and length)

Where did I go wrong?

Mapes

But the angle increases from A to B; the section from B to C is just along for the ride.

Seraph042

I'm taking my eraser out again


Ok I think I see what you mean, the angle of twist from point A to point B is the same as the total angle of twist at point C (...?)

This is what I'm seeing with the eraser right now, and that would mean:
[tex]\phi[/tex]_AB = T_oL_AB/G_ABI_P,AB = [tex]\phi[/tex]_C

But if this is true, then the total rotational properties of the shaft part from point B to point C are irrelevant.

Would all of this be true?

Mapes

Exactly. Did playing with a physical model help? It always helps me.

Seraph042

Absolutely. I never would have figured that out without playing with my eraser; thank you so much for your help! I'm just assuming that the twist on point C has to be influenced by the material of the shaft part B to part C.

Thank you so much for your help! This is for part of a bigger project for my class and the book we're using seems to be over complicating everything. I'm glad I know how this works now... It's always easier to relate to things when you can 'see' them somehow (like you were talking about)