Materials Science and Engineering: An Introduction

Published by Wiley
ISBN 10: 1118324579
ISBN 13: 978-1-11832-457-8

Chapter 6 - Mechanical Properties of Metals - Questions and Problems - Page 207: 6.3

Answer

$ε= 1.39 \times 10^{-3}$

Work Step by Step

Given: copper with 15.2 mm x 19.1 mm (0.60 in. x 0.75 in.) cross section tension of 44,500 N (10,000 lbf) Required: strain Solution: Using the combination of Equations 6.1 and 6.5: $ε = \frac{σ}{E} = \frac{F}{A_{0}E}$ $A_{0} = (15.2 mm x 19.1 mm) = 290.32 mm^{2} = 2.90 \times 10^{-4} m^{2}$ and $E = 110 GPa = 110 \times 10^{9} N/m^{2}$ Substituting, it follows: $ε= \frac{44,500 N}{(2.90 \times 10^{-4} m^{2})(110 \times 10^{9} N/m^{2})} = 1.39 \times 10^{-3}$
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