A question on thermal stress and axial force in a structure

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SUMMARY

The discussion focuses on calculating the axial forces in structural members subjected to a temperature rise of 40 degrees Celsius. Key equations mentioned include the tensile stress equation σ=E(ε-αΔT), where E represents Young's modulus, σ is tensile stress, ε is tensile strain, and α is the coefficient of thermal expansion. Participants clarify the strain equation as strain=a(ΔT)L, emphasizing the importance of Young's modulus in the calculations. The members are connected with pinned connections, and gravity is considered negligible in this scenario.

PREREQUISITES
  • Understanding of thermal expansion and its effects on materials
  • Familiarity with Young's modulus and its application in tensile stress calculations
  • Knowledge of strain and stress equations in structural engineering
  • Basic concepts of structural connections, specifically pinned connections
NEXT STEPS
  • Study the derivation and application of the tensile stress equation σ=E(ε-αΔT)
  • Learn about the coefficient of thermal expansion and its significance in engineering
  • Explore the implications of different types of structural connections on axial forces
  • Investigate the effects of temperature changes on material properties in structural analysis
USEFUL FOR

Structural engineers, mechanical engineers, and students studying material mechanics will benefit from this discussion, particularly those focused on thermal stress analysis in structures.

manutd@13
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hi guys
i've really been struggling with this question but I still can't get any glimpse of idea on how to solve the problem,
so the conditions are given in the table and what the question is asking for is the axial force acting in each members of the structure.
ah, almost forgot to tell you that there is temperature rise of 40 degrees Celsius in all members.
help!
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You will need to supply a translation of the question into English.
 
translation of the question:
Area, Length and etc(e.g. young's modulus) information about each of the members are as given below, if there is rise of 40 degrees celsius in every member of the structure what would be the axial force in each of the members?
 
manutd@13 said:
translation of the question:
Area, Length and etc(e.g. young's modulus) information about each of the members are as given below, if there is rise of 40 degrees celsius in every member of the structure what would be the axial force in each of the members?
How are the members connected to each other and to the supports? Is something holding the supports a fixed distance apart?
Is the "A2" on AC correct? Should it perhaps be A1?
There's no mention of mass or density, so I assume we ignore gravity.
 
What is the equation for the tensile stress in a member as a function of the tensile strain in the member if there is thermal expansion present, with a temperature rise of ΔT? Have you learned such an equation?

If point A is displaced v in the y direction and u in the x direction, what is the strain in each of the members AB and AC? Member BC is easy to do because the strain in this member is zero.
 
The connections are pinned connections, the strain equation is strain=a(▲t)L, and the A2 stated is correct
 
haruspex said:
How are the members connected to each other and to the supports? Is something holding the supports a fixed distance apart?
Is the "A2" on AC correct? Should it perhaps be A1?
There's no mention of mass or density, so I assume we ignore gravity.
The connections are pinned connections, the strain equation thermal increase/decrease is strain=a(▲t)L, and the A2 stated is correct, they are fixed distance apart, and the gravity is ignored yes
 
manutd@13 said:
The connections are pinned connections, the strain equation thermal increase/decrease is strain=a(▲t)L, and the A2 stated is correct, they are fixed distance apart, and the gravity is ignored yes
Your equation for the strain is not correct. Try again.

I'll give you a freebie, the answer to my first question in post #5 is:
$$σ=E(ε-αΔT)$$
where E is Young's modulus, σ is the tensile stress, and ε is the tensile strain.
 
Chestermiller said:
Your equation for the strain is not correct. Try again.

I'll give you a freebie, the answer to my first question in post #5 is:
$$σ=E(ε-αΔT)$$
where E is Young's modulus, σ is the tensile stress, and ε is the tensile strain.

Ah i left out the youngs modulus;; that helps a lot, i'l try again,thanks
 
  • #10
manutd@13 said:
Ah i left out the youngs modulus;; that helps a lot, i'l try again
Also, the L should not be in your strain equation.

Chet
 

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