MEE 324 Lab 2
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Lab 2: Material Characterization
Fabian Ameen
Lab Number: Thursday 10:30 - 11:35 AM
Date of Experiment: 2/8/2024
Due Date: 2/23/2024
Abstract:
This lab experiment focused on conducting bending tests on 7075 Aluminum beams in cantilever configurations equipped with strain gauges. The objective was to obtain load-strain data for beams of uniform and variable cross-sections, analyze the effects of variable geometry on stress, strain, and curvature, and compare experimental results with theoretical expectations. Load-strain data was collected for beams with strain gauges mounted at various positions, ensuring elastic behavior. For the sample with constant cross-section, axial and transverse strains were measured, while for
variable cross-section beam, strain measurements focused on the upper fibers to calculate stress and curvature. The experiment utilized a specially designed rig for load measurement. Through this experiment, Young’s modulus and Poisson’s ratio were determined for uniform cross-section beams, and the validity of beam theory regarding variable cross-sections was
tested.
Data Analysis:
A)
Shear force and Bending moment diagram of load 4
Shear Force
3.565 N
R
y
x3
x2
x1
P = 3.565 N
Bending Moment
x3
x2
x1
P -0.94116 N-m
P
=
I
∗
E
y
max
∗
x
gauge
ε
axial
(3)
B)
After plotting the data of microstrain 1 vs the load (Figure 1) a linear regression can be performed, the slope of which (44906) is equal to the
I
∗
E
y
max
∗
x
gauge
term from equation 3 that was provided in the lab handout (shown
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O
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%4۹
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i ocs.google.com o
أي اجابة بدون الاسم و الرسومات
الضرورية
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L---x
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5'
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