Comparing Aluminum & Copper Deflection Angles

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SUMMARY

The discussion focuses on the comparison of deflection angles between aluminum and copper poles subjected to the same shear force. The shear modulus for aluminum is established at 25 GPa, while for copper it is 35 GPa. It is concluded that the aluminum pole will deflect 1.52 times more than the copper pole due to its lower shear modulus. The analysis confirms that shear stress remains constant when both poles are identical in dimensions and subjected to equal forces.

PREREQUISITES
  • Understanding of shear modulus and its significance in material science.
  • Familiarity with the formulas for shear stress and shear strain.
  • Knowledge of the relationship between shear stress, shear strain, and deflection angles.
  • Basic principles of mechanics of materials.
NEXT STEPS
  • Study the implications of shear modulus in material selection for engineering applications.
  • Learn about the effects of varying cross-sectional areas on shear stress and deflection.
  • Explore advanced topics in mechanics of materials, such as torsion and bending moments.
  • Investigate the properties of other materials and their shear moduli for comparative analysis.
USEFUL FOR

Mechanical engineers, materials scientists, and students studying mechanics of materials will benefit from this discussion, particularly those interested in the behavior of materials under shear forces.

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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