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 2, Problem 2.8QP
To determine

What is atomic packing factor and what information you need to compute it.

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Two solid cylindrical rods support a load of P =19kN. Determine the axial load in rod 1
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A steel, possessing an eutectoid composition, undergoes a gradual cooling process from 800°C to 600°C. Outline the transformation, equilibrium microstructure, and provide approximate component proportions. Describe the resultant non-equilibrium microstructure in two scenarios: a) the steel is rapidly cooled from 800°C to 600°C within 1 s, and then held at such temperature; b) the steel is rapidly cooled from 800°C to 600°C within 1 s, maintained at this temperature for 5 s, and subsequently quenched to room temperature. Use the provided diagrams. Temperature (°C) 1600 1538°C 1493°C 1400 L 1394°C Y+L 1200- 1147°C 2.14 Y. Austenite 4.30 1000 912°C Y+ FeC 800 a 600 400 0 (Fe) 0.76 0.022 a, Ferrite 2 a + Fe3C 3 Composition (wt% C) 727°C Cementite (Fe3C) 4 5 6 6.7
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