A tension test is being conducted on a steel-rod specimen with a gauge length of L0=50mm and initial diameter of d0=13mm. Data were collected to form the conventional stress-strain diagram as shown. From the diagram, f = 510 MPa , e = 693 MPa ,

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Chapter2: Loads On Structures
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A tension test is being conducted on a steel-rod specimen with a gauge length of L0=50mm and initial diameter of d0=13mm. Data were collected to form the conventional stress-strain diagram as shown. From the diagram, f = 510 MPa , e = 693 MPa , g = 565 MPa , and ℎ = 0.15 mm/mm

Assuming that the strain remains constant throughout the region between the gauge points, determine the nominal strain ε experienced by the rod if it is elongated to L = 65.0 mm.

σ
(MPa)
750
500+-o=f
250-
σ=e
do
-Lo-
-σ = 8
02.04 .06.08.10.12.14.16.18 20 22 24
E = h
& (cm/cm)
Transcribed Image Text:σ (MPa) 750 500+-o=f 250- σ=e do -Lo- -σ = 8 02.04 .06.08.10.12.14.16.18 20 22 24 E = h & (cm/cm)
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