Nominal or engineering strain in the rod

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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To determine the nominal or engineering stress and strain experienced by a specimen of a material while it is subjected to a tension test, and to be able to read important values from a conventional stress-strain diagram obtained from the test.
A tension test is being conducted on a steel-rod specimen with a gauge length of L0=2 in and initial diameter of d0=0.5 in. Data were collected to form the conventional stress-strain diagram as shown. From the diagram, f = 73.0 ksi , e = 101.0 ksi g=83.0ksi, and h=0.15in/in

Part A - Nominal or engineering strain in the rod
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 = 2.5 in .
Express the nominal strain in inches per inch to three significant figures.
 
Part B - Nominal or engineering stress in the specimen
Assuming that the stress is constant over the cross-sectional area and if the tension force used is P = 8.0 kips , find the nominal stress experienced by the rod.
Express the nominal stress in kilopounds per square inch to three significant figures.
 
Part C - Force needed to reach the ultimate stress
Determine the force P needed to reach the ultimate stress in the steel-rod specimen.
Express the force in kips to three significant figures.
σ (ksi)
100
90
80-
70
60-
50
40
30
20
10
--o=f
σ=e
-Lo
do
σ=8
.02.04 .06.08.10 .12 .14 .16.18 20 22 24
E = h
& (in /in.)
Transcribed Image Text:σ (ksi) 100 90 80- 70 60- 50 40 30 20 10 --o=f σ=e -Lo do σ=8 .02.04 .06.08.10 .12 .14 .16.18 20 22 24 E = h & (in /in.)
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