Comparing Aluminum & Copper Deflection Angles

AI Thread Summary
The discussion centers on comparing the deflection angles of aluminum and copper poles subjected to the same shear force. Given that aluminum has a shear modulus of 25 GPa and copper 35 GPa, the aluminum pole will experience a greater angle of deflection. The calculations indicate that the deflection angle for the aluminum pole is 1.52 times that of the copper pole. It is confirmed that shear stress remains constant when both poles are identical in dimensions and subjected to the same force. The analysis concludes that the assumptions about the poles' proportions are valid for the calculations.
Loligo
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Homework Statement


The Shear modulus for aluminum and copper are 25GPa and 35GPa, respectively. An aluminum and copper pole, both the same length are subjected to the same shear force at the top of each pole, bending each pole a different angle y. Which pole has a higher angle of deflection and by how much?


Homework Equations


Formulas I am using are Shear Modulus = Shear Stress/Shear Strain
S = σ/ε = (F/A)/(Δx/Lo)
angle y = ε = Δx/Lo


The Attempt at a Solution


Since the forces are equal and area should be equal (under assumption the poles are the same dimensions the shear stress (σ) is equal for both poles.
Rearranging the formulas I get σ=S*y
σAC so 25GPa*yA=38GPa*yC
I get that the angle the deflection for the aluminum pole will be 1.52 times that of the copper pole.
 
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is it 35 or 38 GPa? Insert correct value and round off to one decimal point, and your result will be OK. Shear stress is usually designated as \tau, and shear modulus is usually referred to as G. This distinguishes it from normal stress (\sigma) and elastic modulus (E) used for normal strains.
 
The aluminum pole has a shear modulus of 25 GPa and the copper pole 35GPa.
Is it correct to say that the shear stress will stay the same with the poles are identical in proportions and are subjected to the same force
 
Loligo said:
The aluminum pole has a shear modulus of 25 GPa and the copper pole 35GPa.
Is it correct to say that the shear stress will stay the same with the poles are identical in proportions and are subjected to the same force
Yes. The problem does not specifically state that both poles are similar in cross section, so it must be assumed that they are identically proportioned..
 
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