Loose Leaf For Foundations Of Materials Science And Engineering
6th Edition
ISBN: 9781260049169
Author: William Smith, Javad Hashemi, Prof.
Publisher: McGraw-Hill Education
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Question
Chapter 4.8, Problem 24KCP
To determine
How is the grain size of polycrystalline materials measured by the ASTM method.
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What is the final length of a 2 m long bar of copper, 0.01 m in diameter,
stressed by a 500 kg force? (Ecu=128 GPa).
b)
If a steel bar of the same diameter has the same force applied to it, how
long must it be to extend the same amount as the copper bar in part (a)?
Q
For an ASTM grain size of 6, approximately how many grains would there
be per square inch under each of the following conditions?
(i) At a magnification of 100X
(ii) Without any magnification
a) Briefly explain why HCP metals are typically more brittle than FCC and BCC
metals.
b) Two previously undeformed specimens of the same metal are to be plastically
deformed by reducing their cross-sectional areas (cold work). One has a
circular cross section, and the other is rectangular; during deformation the
circular cross section is to remain circular, and the rectangular is to remain as
such. Their original and deformed dimensions are as follows:
Circular (diameter, mm)
Rectangular (mm)
125* 175
Original dimensions
15.2…
You are given three metal test samples, with the same chemical composition and differing grain sizes: A: 5.0, B: 10.0 and C: 20.0 microns. Samples
A and B have been tested and have yield stresses of 142.4 MPa and 135.8 MPa (all numbers are rounded off to the 1st decimal point). Based on
this information, which of the following values do you think will be the closest to the yield stress of Sample C?
In calculating the answer, use the Hall-Petch relation between yield stress of a metal ovield and the grain size of the metal d, which is
Oyield = 00 + kd¯1/2
where k and og are constants.
(This question has only one correct answer)
a.
128.1 MPa
O b. 115.8 MPa
О с.
100.6 MPa
O d. 131.1 MPa
Ое.
152.4 MPa
Sketch (any five) of the following
1. The fatique steps
2.Ductile fracture steps
3. The relationship between time and compresive strength for reactions between
cement and added water
4.The relationship between temp. and modulas of elasticity for polymer
5.Conduction band, valance band and energy gap for semiconductor
6.Forms of chains for polymer
Chapter 4 Solutions
Loose Leaf For Foundations Of Materials Science And Engineering
Ch. 4.8 - Prob. 1KCPCh. 4.8 - Define the homogeneous nucleation process for the...Ch. 4.8 - In the solidification of a pure metal, what are...Ch. 4.8 - In the solidification of a metal, what is the...Ch. 4.8 - During solidification, how does the degree of...Ch. 4.8 - Distinguish between homogeneous and heterogeneous...Ch. 4.8 - Describe the grain structure of a metal ingot that...Ch. 4.8 - Distinguish between equiaxed and columnar grains...Ch. 4.8 - How can the grain size of a cast ingot be refined?...Ch. 4.8 - Prob. 10KCP
Ch. 4.8 - Prob. 11KCPCh. 4.8 - Prob. 12KCPCh. 4.8 - Distinguish between a substitutional solid...Ch. 4.8 - What are the conditions that are favorable for...Ch. 4.8 - Prob. 15KCPCh. 4.8 - Prob. 16KCPCh. 4.8 - Prob. 17KCPCh. 4.8 - Prob. 18KCPCh. 4.8 - Describe the structure of a grain boundary. Why...Ch. 4.8 - Describe and illustrate the following planar...Ch. 4.8 - Prob. 21KCPCh. 4.8 - Describe the optical metallography technique. What...Ch. 4.8 - Prob. 23KCPCh. 4.8 - Prob. 24KCPCh. 4.8 - Prob. 25KCPCh. 4.8 - Prob. 26KCPCh. 4.8 - Prob. 27KCPCh. 4.8 - Prob. 28KCPCh. 4.8 - Prob. 29KCPCh. 4.8 - Prob. 30KCPCh. 4.8 - Prob. 31KCPCh. 4.8 - Calculate the size (radius) of the critically...Ch. 4.8 - Prob. 33AAPCh. 4.8 - Prob. 34AAPCh. 4.8 - Calculate the number of atoms in a critically...Ch. 4.8 - Prob. 36AAPCh. 4.8 - Prob. 37AAPCh. 4.8 - Prob. 38AAPCh. 4.8 - Prob. 39AAPCh. 4.8 - Prob. 40AAPCh. 4.8 - Prob. 41AAPCh. 4.8 - Prob. 42AAPCh. 4.8 - Determine, by counting, the ASTM grain-size number...Ch. 4.8 - Prob. 44AAPCh. 4.8 - For the grain structure in Problem 4.43, estimate...Ch. 4.8 - Prob. 46AAPCh. 4.8 - Prob. 47SEPCh. 4.8 - Prob. 48SEPCh. 4.8 - Prob. 49SEPCh. 4.8 - Prob. 50SEPCh. 4.8 - In Chapter 3 (Example Problem 3.11), we calculated...Ch. 4.8 - Prob. 52SEPCh. 4.8 - Prob. 53SEPCh. 4.8 - Prob. 54SEPCh. 4.8 - Prob. 55SEPCh. 4.8 - Prob. 56SEPCh. 4.8 - Prob. 57SEPCh. 4.8 - Prob. 58SEPCh. 4.8 - Prob. 59SEPCh. 4.8 - Prob. 60SEPCh. 4.8 - Prob. 61SEPCh. 4.8 - Prob. 62SEPCh. 4.8 - Prob. 63SEPCh. 4.8 - Prob. 64SEPCh. 4.8 - Prob. 65SEPCh. 4.8 - Prob. 66SEP
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