Materials for Civil and Construction Engineers (4th Edition)
Materials for Civil and Construction Engineers (4th Edition)
4th Edition
ISBN: 9780134320533
Author: Michael S. Mamlouk, John P. Zaniewski
Publisher: PEARSON
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Chapter 4, Problem 4.15QP

A tension test was performed on an aluminum alloy specimen to fracture. The original diameter of the specimen is 0.5 in. and the gauge length is 2.0 in. The information obtained from this experiment consists of applied tensile load (P) and increase in length (ΔL). The results are tabulated in Table P4.15. Using a spreadsheet program, complete the table by calculating engineering stress (σ) and engineering strain (ε). Determine the toughness of the material (ut) by calculating the area under the stress–strain curve, namely,

u t = 0 ε f σdε

where εf is the strain at fracture. The preceding integral can be approximated numerically using a trapezoidal integration technique:

u t = i = 1 n u i = i = 1 n 1 2 ( σ i + σ i 1 ) ( ε i ε i 1 )

Chapter 4, Problem 4.15QP, A tension test was performed on an aluminum alloy specimen to fracture. The original diameter of the

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Material Properties 101; Author: Real Engineering;https://www.youtube.com/watch?v=BHZALtqAjeM;License: Standard YouTube License, CC-BY