The stress-strain diagram of a reinforcement steel having a cross-sectional diameter of 12 mm diameter and 100 mm gage length is determined after its tensile strength test as follows. Based on the stressstrain diagram determine the followings properties of the material (Poisson’s ratio of the material is 0.32) : a) Modulus of elasticity b) Yield strength c) Toughness

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The stress-strain diagram of a reinforcement steel having a cross-sectional diameter of 12 mm
diameter and 100 mm gage length is determined after its tensile strength test as follows. Based on the stressstrain diagram determine the followings properties of the material (Poisson’s ratio of the material is 0.32) :

a) Modulus of elasticity
b) Yield strength
c) Toughness
d) Resilience
e) Shear modulus
f) Bulk modulus
g) Ductility as described by
percent change in length

 

600
550
500
450
400
350
300
250
200
150
100
50
0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.1 0.11 0.12 0.13 0.14 0.15 0.16 0.17 0.18
Strain
Stress, MPa
Transcribed Image Text:600 550 500 450 400 350 300 250 200 150 100 50 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.1 0.11 0.12 0.13 0.14 0.15 0.16 0.17 0.18 Strain Stress, MPa
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