NOTES Q1/An Tensile Test applied on carbon steel sample, the results of this test represented by elongation VS force applied as shown in table below. The "dogbone" specimen geometry was used. The dimension of the region of reduced cross section was: thickness = 3.18 mm, = 6.35 and original length = 38.1 mm. width %3D Determine the following mechanical properties: 1- Elastic Modulus 2- Yield strength 3-Ultimate tensile strength 4- Fracture Strength 5- Ductility Force (N) Elongation (mm) 0. 3430 0.53 5030 0.69 5950 0.76 6660 0.99 7660 1.77 8260 2.57 8910 3.37 9200 4.20 9660 5.80 9760 6.60 9860 7.37 9760 9.40 9700 10.60 9560 11.70 7350 13.7 13.7

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NOTES
Q1/An Tensile Test applied on carbon steel sample, the results of this test represented by
elongation VS force applied as shown in table below. The "dogbone" specimen geometry
was used. The dimension of the region of reduced cross section was: thickness = 3.18 mm,
width = 6.35 and original length = 38.1 mm.
Determine the following mechanical properties:
1- Elastic Modulus 2- Yield strength 3- Ultimate tensile strength 4- Fracture Strength
5 - Ductility
Force (N)
Elongation (mm)
0.
3430
0.53
5030
0.69
5950
0.76
6660
0.99
7660
1.77
2.57
8260
8910
3.37
9200
4.20
9660
5.80
9760
6.60
9860
7.37
9760
9.40
9700
10.60
9560
11.70
7350
13.7
13.7
Transcribed Image Text:NOTES Q1/An Tensile Test applied on carbon steel sample, the results of this test represented by elongation VS force applied as shown in table below. The "dogbone" specimen geometry was used. The dimension of the region of reduced cross section was: thickness = 3.18 mm, width = 6.35 and original length = 38.1 mm. Determine the following mechanical properties: 1- Elastic Modulus 2- Yield strength 3- Ultimate tensile strength 4- Fracture Strength 5 - Ductility Force (N) Elongation (mm) 0. 3430 0.53 5030 0.69 5950 0.76 6660 0.99 7660 1.77 2.57 8260 8910 3.37 9200 4.20 9660 5.80 9760 6.60 9860 7.37 9760 9.40 9700 10.60 9560 11.70 7350 13.7 13.7
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