_CCE 321 Metals Lab Report winter
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Oregon State University, Corvallis *
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Mechanical Engineering
Date
Feb 20, 2024
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Uploaded by meyemaxw
Metals Laboratory Report
Big Bad Rocks Inc.
Civil and Construction Materials 321
312 Kearney Hall
Oregon State University
Corvallis, Oregon 97331
February 1st 2024
O. Burkan Isgor
School of Civil and Construction Engineering
101 Kearney Hall
Oregon State University
Corvallis, Oregon 97331
Subject: Metals Lab Report - Testing Steel and Aluminum Specimens
Dear O. Burkan Isgor:
Please find attached the Metals Lab Report detailing a summary of the testing procedures
conducted, results obtained, and discussion on the different tensile and impact strengths of steel
and aluminum specimens. Big Bad Rocks Inc. observed the Tension Test, using the UTM
(Universal Testing Machine) and the Extensometer Measurement tool, with an aluminum
specimen to test for tensile strength and observed the Impact Test, using the Charpy Pendulum
Hammer Machine, with both an aluminum and steel specimen to test for energy absorption. The
results indicated how metals can absorb energy differently, how the samples were deformed in
shape and helped understand how metals react to different stresses found in real-world situations.
As always,Big Bad Rocks Inc. appreciates doing business with CCE 321 and trusting our
services to provide quality results. Please feel free to contact us if you have any questions or
concerns regarding the attached report.
Sincerely,
Maxwel± D Meye²
Maxwell D Meyer
meyemaxw@oregonstate.edu
Civil and Construction Engineering Laboratory Student
Metals Lab Report - Testing Steel and Aluminum Specimens
in Tension, Ductility, and Brittleness
Submitted to:
O. Burkan Isgor
School of Civil and Construction Engineering
101 Kearney Hall
Oregon State University
Corvallis, Oregon 97331
Submitted by:
Big Bad Rocks Inc. Maxwell Meyer
School of Civil and Construction Engineering
Oregon State University
Corvallis, Oregon 97331
2
December 4, 2023
TABLE OF CONTENTS
Page
INTRODUCTION
...........................................................................................................................
1
METHODOLOGY
......................................................................................................................
1&2
RESULTS
.........................................................................................................................................
2
Tension Test
.........................................................................................................................
2
Charpy Impact Test
..............................................................................................................
3
DISCUSSION
..................................................................................................................................
4
Tension Test
.........................................................................................................................
4
Charpy Impact Test
..............................................................................................................
4
Relation to Published Values
...............................................................................................
4
CONCLUSION
................................................................................................................................
4
REFERENCES
................................................................................................................................
5
APPENDIX
...............................................................................................................................
6 &7
3
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LIST OF TABLES
Table
Page
1. Tension Test (ASTM A 370)
........................................................................................................
2
2. Charpy Impact Test (ASTM A 370)
...........................................................................................
3
LIST OF FIGURES
Figure
Page
1. Stress vs Strain Graph of Aluminum Specimen
..........................................................................
3
4
INTRODUCTION
This metals lab report explores the testing procedures conducted, results obtained, and discussion
regarding the different tensile and impact strengths of steel and aluminum specimens conducted
by Big Bad Rocks Inc.. This lab was performed using a series of tests with the instruments at the
Oregon State University Asphalt Laboratory. Such instruments include the Universal Testing
Machine (UTM), the Charpy Pendulum Impact Machine, and the extensometer measurement
tool. These helped Big Bad Rocks Inc. understand the aspects of steel and aluminum
performance and how they react to real-world stress. The UTM Instrument simulated the effects
of tensile stress by pulling apart a sample of aluminum metal. The Charpy Impact Test provided
insights into the energy absorption of aluminum and steel metals. During this laboratory
experiment, the ASTM A 370 Standards were used for both the Tension and Impact Tests.
Together, these instruments and standards formed the foundation of our laboratory investigations,
offering multiple perspectives on the strength and behavior of metals.
METHODOLOGY
For this lab, there are two kinds of physical tests done. The tension test and the Charpy test.
These tests were conducted under the ASTM standard, specifically A370. The way these tests
were conducted is as follows.
The tension test, also known as the tensile test, is a fundamental mechanical test used to
determine the behavior of materials under axial tensile loading. When it comes to testing steel,
the tension test is crucial in understanding its mechanical properties such as strength, ductility,
and elasticity. During the tension test for steel, a standardized specimen is prepared with specific
dimensions according to ASTM A 370 standards. The specimen is then placed in the testing
machine and subjected to an increasing tensile load until it fractures. Throughout the process,
various parameters are measured and recorded, including the applied load and the corresponding
elongation of the specimen. The mechanical properties evaluated here are yield strength, ultimate
tensile strength (UTS), Elongation, and Reduction in area. The tension test provides valuable
insights into the mechanical behavior of steel under tensile loading. It helps engineers and
material scientists understand how steel will perform in real-world applications where it may be
subjected to tensile forces. By analyzing the stress-strain curve obtained from the test, important
parameters such as yield strength and UTS can be determined, aiding in material selection and
design considerations. In industries where steel is extensively used, such as construction,
automotive, and aerospace, tension tests are integral to quality control and assurance processes.
By ensuring that steel meets specified mechanical property requirements through tension testing,
manufacturers can guarantee the reliability and safety of their products. While tension testing
provides critical data on steel’s behavior under tensile stress, it’s essential to consider factors
such as specimen preparation, testing conditions, and environmental influences to obtain
1
accurate and reliable results. In conclusion, the tension test for testing steel is a vital procedure
for evaluating its mechanical properties under tensile loading. From yield strength to elongation,
this test provides essential data for material selection, design considerations, and quality
assurance in various industries.
The Charpy impact test is an ASTM A 370 standardized test method used to measure the
toughness or impact resistance of a material, in this case, steel. This test helps in determining the
amount of energy absorbed by a material during fracture. The test involves striking a notched
specimen with a pendulum and then measuring the energy absorbed by the specimen as it
fractures. The test specimen is prepared with a V-notch or U-notch at the center. The specimen is
then placed on supports, and a pendulum is released from a known height to strike and break the
specimen. The energy absorbed in breaking the specimen is measured by the difference in the
potential energy of the pendulum before and after breaking the specimen. The results of Charpy
impact tests are used by engineers and material scientists to select appropriate materials for
specific applications. For instance, in the construction industry, steel used in structures located in
cold climates needs to have high impact resistance at low temperatures to prevent sudden brittle
failure. In conclusion, the Charpy impact test is a vital method for evaluating the toughness and
impact resistance of steel. It provides essential data for ensuring the safety and reliability of steel
components in various industries.
RESULTS
Tension Test
As described previously, an aluminum specimen was tested for its tensile properties using the
UTM machine. A comparison of its dimensions before and after the test was completed and the
relationship between its stress and strain properties are provided in Table 1 and Figure 1 below,
respectively.
Table 1. Tension Test (ASTM A 370)
Specimen
Thickness at
min
cross-sect.
area before
test (in)
Width at
min
cross-sect.
area before
test (in)
Gage
Length
before test
(in)
Thickness at
min
cross-sect.
area after
test (in)
Width at
min
cross-sect.
area after
test (in)
Gage
Length
after test
(in)
Steel
0.186
0.498
1.981
0.17
0.489
2.09
Aluminum
0.183
0.494
2.045
0.0805
0.397
2.3355
Table 1 provides data regarding the Tension Test using the UTM instrument. This data helps
understand how the aluminum specimen deformed as a result of reaching the fracture point in a
stress vs strain scenario.
2
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Figure 1. Stress vs Strain Graph of Specimen 1 and 2
Figure 1 Specimen Steel
Figure 2 Specimen Aluminum
Figure 1 and figure 2 is a graphs that shows the relationship between stress and strain for the
aluminum specimens tested for tension using the Universal Testing Machine (UTM) and the
Extensometer Tool. A blue line represents the output from the extensometer which is also the
Modulus of Elasticity.
Charpy Impact Test
A ductile and a brittle specimen were tested for impaction properties using the Charpy Pendulum
Machine, as detailed in the previous section of this report. A comparison of its dimensions,
provided in Table 2 below, helps us understand how the two metals reacted to this test.
Table 2. Charpy Impact Test (ASTM A 370)
Condition
Specimen
Specimen
Appearance
Dimensions
before test (in)
Temp., °F
Absorbed
Energy (ft-lb)
Dimensions of
brittle area (in)
Width
Depth
Width
Length
Steal
1
notched
0.3735
0.373
77.72
35
0.356
0.277
Aluminum
1
notched
0.3675
0.3675
79.52
28
0
0
Table 2 provides data regarding the Charpy Impact Test. It helps visualize the comparison
between the dimensions of metals before and after the test was performed.
DISCUSSION
Tension Test
For this lab, the tensile test for Big Bad Rocks Inc.'s aluminum bar gave a result of 2949.08151
lbf for the ultimate strength, and 1712.98334 lbf for the yield stress point, and a fraction stress
point at 2865.82443 lbf an elongation of 10.5%, and a percent area reduction of 0.36% and a
3
tensile strength of
. This is in comparison to the tested
σ
??𝑥
=
2949.08151 ??
0.0898 𝑖?
2
=
32, 840. 5513𝑝𝑠𝑖
ASTM B557 values from Baron Industries which got a yield strength of 13-20,000 psi,
elongation of 10.5%, and a yield strength of 23-31,000 psi. These results are similar but are not
the same due to some possible reasons. This would include that the aluminum used was not the
same type, meaning the type of aluminum that Baron Industries used was 319, while the
aluminum used in the lab was unknown. There is also the fact that the tools used to measure the
gauge width after the fracture were not precise and relied on the lab group's hand measurements.
For the steal sample the ultimate strength was 12149.39024 lbf and a yield stress point of
5731.38714 lbf and a the fraction stress point is at 11455.63059 elongation of 9.6% and a percent
reduction of 0.41%, and a tensile strength of
.
σ
??𝑥
=
12149.39024 ??
0.0914 𝑖?
2
=
132925. 495𝑝𝑠𝑖
The steel has a much higher shear and yield strength, making it able to support much higher
loads. This can be seen in most modern bridges and infrastructure that use steel.
Charpy Impact Test
For Big Bad Rocks Inc. impact test, the steel absorbed 17 ft-lb of force and a % shear area of
30.6%. Group 2 found an absorbed force of 22.5 ft-lb for aluminum and a % shear area of 51%.
Results from a NIST Technical Note (1858) had an absorbed force of 16.67 ft-lb and a % shear
area of 97% for steel. MetalsPiping.com gave a result of 27 ft-lb with a % shear area of 46%.
Again, these measurements for the % shear area differ due to errors likely gained when
measuring the specimen as well as the type of steel and aluminum differing. The test appears to
rely heavily on having a consistent material throughout the specimen as any variation between
the specimens of other tests would result in a differing result.
CONCLUSION
Big Bad Rocks Inc.conducted tests and observations on different types of metals, both aluminum
and steel, in the CCE 321 Laboratory. These tests included a tension and an impaction test using
the UTM Machine and the Charpy Impact Machine, respectively. The described results were
analyzed through the report in order to determine the group's understanding of how metals
interact and are influenced by different loads and stresses. Big Bad Rocks Inc. was also able to
understand that aluminum is a more brittle material while steel is more ductile, resulting in
different reactions toward stresses and loads. By giving a discussion, personal analysis, and
understanding of the proper criteria, standards, and machines and tools used for the lab
experiment, Big Bad Rocks Inc. is able to show an understanding of the purpose of the lab.
4
REFERENCES
(1)
Aluminum Tensile Strength (PSI) Yield Strength (PSI) % Elongation Reference
Specification
. 2010.
(2) Lucon, Enrico, et al. “Impact Characterization of 4340 and T200 Steels by Means of
Standard, Sub Size and Miniaturized Charpy Specimens.”
Impact Characterization of
4340 and T200 Steels by Means of Standard, Sub-Size and Miniaturized Charpy
Specimens
, vol. 1858, Feb. 2015,
www.govinfo.gov/content/pkg/GOVPUB-C13-0d80d677dd4ac0a47b8489a5531adebb/pd
f/GOVPUB-C13-0d80d677dd4ac0a47b8489a5531adebb.pdf,
https://doi.org/10.6028/nist.tn.1858. Accessed 5 Dec. 2023.
(3) “Standard Test Methods and Definitions for Mechanical Testing of Steel Products.”
A370
,
www.astm.org/a0370-23.html. Accessed 4 Dec. 2023.
(4) “Test Methods and Definitions for Mechanical Testing of Steel Products.”
Standard Test
Methods and Definitions for Mechanical Testing of Steel Products
,
www.metalspiping.com/wp-content/uploads/2017/12/astm-a370-asme-sa-370.pdf,
https://doi.org/10.1520/a0370-16. Accessed 13 Apr. 2021.
(5) “Virtual Labs.”
Sm-Nitk.vlabs.ac.in
, Jan. 2015,
sm-nitk.vlabs.ac.in/exp/charpy-impact-test/theory.html#:~:text=The%20percent%20shear
%20area%20on.
5
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APPENDIX
DETAILED TEST DATA
6
1. Precise measurements for aluminum specimen for Tension Test:
2. Precise measurements for aluminum and steel specimens for Charpy Impact Test:
7
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The following tensile data were collected from a standard 12.827 mm diameter test specimen of
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Name:
Surname:
Student ID:
ME 216 MECHANICS OF MATERIALS
QUIZ #2
6)
QUESTION
σ (MPa)
25.03.2019
490
420
350
280
210
140
70
(mm/mm)
0
0.002 0.004
0.006
0.008
0.010
A tension test was performed on a 7075-T6 aluminum tensile test specimen. The results are given in
the figure above. According to this data, find:
a. Young modulus of the material,
b. Yield stress of the material (be careful, there is no any sharp yield point),
c. Modulus of the resilience,
d. If the material is stressed up to 420 MPa stress, what is the permanent elongation remained
in the material if its length is 90 mm.
e. For a 20 mm diameter bar made up of from the same material, what is the maximum load
that can be applied without plastic deformation.
ANSWER
E=A
٤
E = 70.106
σ = 70 MPa
at ε=0,0009
= 77,776 Pa
0.0009
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