Normal Stress in Rods Experiencing Temperature Changes

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SUMMARY

The discussion focuses on the analysis of normal stress in rods subjected to temperature changes, specifically examining the relationship between tensile stress, total strain, and thermal expansion. The key equation presented is $$\sigma=E(\epsilon-\alpha \Delta T)$$, where ##\sigma## represents tensile stress, ##E## is the modulus of elasticity, ##\epsilon## is total strain, ##\alpha## is the coefficient of thermal expansion, and ##\Delta T## is the temperature change. The participants clarify the calculations for the total strain in two rods, AB and BC, with lengths affecting their respective strains. The conclusion emphasizes that the overall effect of temperature changes and mechanical stress can lead to a net zero stress under specific conditions.

PREREQUISITES
  • Understanding of normal stress and strain concepts
  • Familiarity with thermal expansion principles
  • Knowledge of the modulus of elasticity (E)
  • Basic grasp of tensile stress calculations
NEXT STEPS
  • Study the derivation of the stress-strain relationship in materials
  • Explore the effects of temperature changes on material properties
  • Learn about the coefficient of thermal expansion and its applications
  • Investigate practical examples of thermal stress in engineering materials
USEFUL FOR

Mechanical engineers, materials scientists, and students studying mechanics of materials will benefit from this discussion, particularly those interested in the effects of temperature on stress in structural components.

Qube
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Homework Statement
The rods are experience different temperature changes. Find the normal stress in rod AB.
Relevant Equations
Change in length of a rod due to temperature = alpha*temperature change*original length

Change in length of a rod due to a normal force: FL/AE
1603312932444.png


Now here is the part where I'm sort of stumped myself:

1603335819635.png


Could someone let me know if my reasoning is valid? The professor explained it during office hours and all I got out of that was that something cancels out and the answer is 0.
 
Last edited:
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I'm having trouble understanding what you did. Let ##\delta## represent the displacement of point B to the right. Then the change in length of rod AB is ##+\delta## and the change in length of rod BC is ##-\delta##. So the total strain in rod AB is ##\epsilon=+\frac{\delta}{3L}## and the total strain in rod BC is ##\epsilon=-\frac{\delta}{2L}##. For a rod that experiences both thermal expansion and tensile stress ##\sigma##, the relationship between tensile stress, total strain, and temperature change is $$\sigma=E(\epsilon-\alpha \Delta T)$$
 
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