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hw due 10-23

hw due 10-23 - 500 1000 1500 2000 2500 1000 2000 3000 4000...

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Handout #2 Thickness: 0.635 mm = 6.35 * 10^-4 m Width: 15.24 mm = 15.24 * 10^-3 m barb4right Area = 9.6774 * 10^-6 m^2 σ = P/A barb4right P/A = Eε barb4right P = AEε In axial direction barb4right σ = Eε In transverse direction barb4right ε trans = -νε axial AE is the slope of the P vs ε axial graph -ν the slope of the ε trans vs -νε axial graph Axial Load vs Axial strain
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Unformatted text preview: 500 1000 1500 2000 2500 1000 2000 3000 4000 5000 Axial strain (ue) Load (N) AE = 0.4197 * 10^6 (since x axis is in microstrain) b E = 43.4 Gpa Transverse vs Axial strain y = -0.0792x R 2 = 0.9971-400-300-200-100 1000 2000 3000 4000 5000 Axial strain (ue) Transverse strain (ue)-ν = -0.0792 b ν = 0.0792...
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