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

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Chapter1: Introduction
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Problem 1.5.6P: The data in Table 1.5.3 were obtained from a tensile test of a metal specimen with a rectangular...
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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 stress-
strain diagram determine the followings properties of the material (Poisson's ratio of the material is 0.32) :
600
a) Modulus of elasticity
550
500
b) Yield strength
450
c) Toughness
400
350
d) Resilience
300
e) Shear modulus
250
200
f) Bulk modulus
150
g) Ductility as described by
100
percent change in length
50
0.01 0.02 O.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
18:12
18.01.2021
10
Stress, MPa
Transcribed Image Text:Fotoğraflar - Ekran Görüntüsü (10)_LI.jpg Tüm fotoğrafları görüntüle + Şuraya ekle: Z Düzenle ve Oluştur v E Paylaş 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 stress- strain diagram determine the followings properties of the material (Poisson's ratio of the material is 0.32) : 600 a) Modulus of elasticity 550 500 b) Yield strength 450 c) Toughness 400 350 d) Resilience 300 e) Shear modulus 250 200 f) Bulk modulus 150 g) Ductility as described by 100 percent change in length 50 0.01 0.02 O.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 18:12 18.01.2021 10 Stress, MPa
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