Thermal Loading on Bi-metallic strip

[Danger86514]

Homework Statement

Calculate Axial tension/compression in each strip.

three strips of metal connected vertically on top of each other
X-Section = 1 in x 1in
Length = 10 in

Steel properties:
E = 30 E06 psi, \upsilon = 0.3, \alpha = 70E-07 in/in-F
Copper properties:
E = 16 E06 psi, \upsilon = 0.3, \alpha= 92 E-07 in/in-F

Homework Equations

thermal expansion: \Delta L = L (initial)*\alpha*\Delta T

Engineering Strain : \epsilon = \DeltaL / L (intial)

Uniaxial Loading: \sigma = F/A

Shear modulus: G = E/(2*(1+\upsilon))

Transverse Shear Stress: \tau = V*Q/(I*b)
where: Q = A'y', A' = area above the layer, y' = distance from neutral axis
I = moment of interia, b = width

Hooke's law : \epsilon = (1/E)(\sigmax - \upsilon(\sigmay + \sigmaz))

The Attempt at a Solution

See attached PDF

 

[vacuum]

for solution.


Thank you for providing the necessary information for me to calculate the axial tension/compression in each strip. Based on the properties provided, I have calculated the thermal expansion, engineering strain, uniaxial loading, shear modulus, transverse shear stress, and Hooke's law for both steel and copper.

Please find the attached PDF for the detailed solution and calculations. If you have any further questions or concerns, please do not hesitate to reach out to me.