Thermal Stress Learning Goal: Most materials change in size when subjected to a temperature change. For a temperature change of a homogenous isotropic material, the change in length of a bar of length L due to a temperature change AT can be calculated as braATL, where a is the linear coefficient of thermal expansion-a property of the material the bar is made from For a member that is not constrained, this expansion can occur freely. However, if the member is statically indeterminate, the deflection is constrained. Thus, changes in temperature will induce internal thermal stresses. The compatibility condition is that the changes in length due to the temperature change and to the induced stress must cancel each other out, &+5p=0, where y with N being the induced internal normal force, positive for tension NL AE The round bar shown (Figure 1) has a diameter of 7.6 cm and a length of 10 m. The modulus of elasticity is E=130 GPa and the linear coefficient of thermal expansion is 1.9x10-5 1 K Part A Calculate thermal stress If the bar originally has no internal normal forces and the temperature decreases by AT 40 K, what is the thermal stress developed in the bar? Express your answer with appropriate units to three significant figures. ▸ View Available Hint(s) Figure B <1 of 2 Submit Value Part B - Multiple materials t Units He 10 of 21 > Ferm 1 The right half of the bar from Part A is replaced with a material that has a 3.2×105 temperature decreases by AT 40 K from a temperature where there is no stress in the bar? but the same modulus of elasticity (Figure 2). What is the thermal stress developed for the entire bar when the Express your answer with appropriate units to three significant figures. ▸ View Available Hint(s) Submit ? Value Units Provide Feedback SOLVE IT FAST IN A HANDWRITTEN FORMAT, NO AI.

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8th Edition
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Chapter5: Analysis Of Convection Heat Transfer
Section: Chapter Questions
Problem 5.10P: 5.10 Experiments have been performed on the temperature distribution in a homogeneous long cylinder...
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Thermal Stress
Learning Goal:
Most materials change in size when subjected to a temperature change. For a
temperature change of a homogenous isotropic material, the change in length of a
bar of length L due to a temperature change AT can be calculated as
braATL, where a is the linear coefficient of thermal expansion-a property of
the material the bar is made from
For a member that is not constrained, this expansion can occur freely. However, if
the member is statically indeterminate, the deflection is constrained. Thus, changes
in temperature will induce internal thermal stresses. The compatibility condition is
that the changes in length due to the temperature change and to the induced stress
must cancel each other out, &+5p=0, where y with N being the
induced internal normal force, positive for tension
NL
AE
The round bar shown (Figure 1) has a diameter of 7.6 cm and a length of 10 m. The modulus of elasticity is E=130 GPa and the linear coefficient of thermal expansion is 1.9x10-5
1
K
Part A Calculate thermal stress
If the bar originally has no internal normal forces and the temperature decreases by AT 40 K, what is the thermal stress developed in the bar?
Express your answer with appropriate units to three significant figures.
▸ View Available Hint(s)
Figure
B
<1 of 2
Submit
Value
Part B - Multiple materials
t
Units
He
10 of 21 >
Ferm
1
The right half of the bar from Part A is replaced with a material that has a 3.2×105
temperature decreases by AT 40 K from a temperature where there is no stress in the bar?
but the same modulus of elasticity (Figure 2). What is the thermal stress developed for the entire bar when the
Express your answer with appropriate units to three significant figures.
▸ View Available Hint(s)
Submit
?
Value
Units
Provide Feedback
SOLVE IT FAST IN A HANDWRITTEN FORMAT, NO AI.
Transcribed Image Text:Thermal Stress Learning Goal: Most materials change in size when subjected to a temperature change. For a temperature change of a homogenous isotropic material, the change in length of a bar of length L due to a temperature change AT can be calculated as braATL, where a is the linear coefficient of thermal expansion-a property of the material the bar is made from For a member that is not constrained, this expansion can occur freely. However, if the member is statically indeterminate, the deflection is constrained. Thus, changes in temperature will induce internal thermal stresses. The compatibility condition is that the changes in length due to the temperature change and to the induced stress must cancel each other out, &+5p=0, where y with N being the induced internal normal force, positive for tension NL AE The round bar shown (Figure 1) has a diameter of 7.6 cm and a length of 10 m. The modulus of elasticity is E=130 GPa and the linear coefficient of thermal expansion is 1.9x10-5 1 K Part A Calculate thermal stress If the bar originally has no internal normal forces and the temperature decreases by AT 40 K, what is the thermal stress developed in the bar? Express your answer with appropriate units to three significant figures. ▸ View Available Hint(s) Figure B <1 of 2 Submit Value Part B - Multiple materials t Units He 10 of 21 > Ferm 1 The right half of the bar from Part A is replaced with a material that has a 3.2×105 temperature decreases by AT 40 K from a temperature where there is no stress in the bar? but the same modulus of elasticity (Figure 2). What is the thermal stress developed for the entire bar when the Express your answer with appropriate units to three significant figures. ▸ View Available Hint(s) Submit ? Value Units Provide Feedback SOLVE IT FAST IN A HANDWRITTEN FORMAT, NO AI.
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