Test No Temperature C Deformation rate(mm/min) Strain at break Youngs modulus (Gpa) Stress at peak(Mpa) strain at peak Diffrerence in UTS 1 100 25 1.9 65 280 0.9 2 100 150 1.8 68 291 0.82 3 550 25 3.9 32 120 1.4 4 550 150 2.6 41 180 0.95
Test No Temperature C Deformation rate(mm/min) Strain at break Youngs modulus (Gpa) Stress at peak(Mpa) strain at peak Diffrerence in UTS 1 100 25 1.9 65 280 0.9 2 100 150 1.8 68 291 0.82 3 550 25 3.9 32 120 1.4 4 550 150 2.6 41 180 0.95
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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How do we calculate the UTS difference please?
I need a clear equation with an answer please :)
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