EBK MATERIALS FOR CIVIL AND CONSTRUCTIO
EBK MATERIALS FOR CIVIL AND CONSTRUCTIO
4th Edition
ISBN: 8220102719569
Author: ZANIEWSKI
Publisher: PEARSON
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Chapter 4, Problem 4.4QP

An aluminum alloy bar with a radius of 7 mm was subjected to tension until  fracture and produced results shown in Table P4.4.

TABLE P4.4

Stress, MPa Strain, 10−3 m/m Stress, MPa Strain, 10−3 m/m
0 0.0 399.9 5.2
55.2 0.6 427.5 5.8
117.2 1.5 441.3 6.2
186.2 2.4 448.2 6.5
241.3 3.2 462.0 7.3
296.5 4.0 468.9 8.1
344.8 4.6 482.7 9.7

a. Using a spreadsheet program, plot the stress–strain relationship.

b. Calculate the modulus of elasticity of the aluminum alloy.

c. Determine the proportional limit.

d. What is the maximum load if the stress in the bar is not to exceed the proportional limit?

e. Determine the 0.2% offset yield strength.

f. Determine the tensile strength.

g. Determine the percent of elongation at failure.

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