Thermal Expansion Stress

AI Thread Summary
The discussion focuses on designing a system for thermally cycling a stainless steel substrate to 1200C and determining the minimum distance from a bolt to prevent buckling during thermal expansion. The user has calculated a critical compressive stress of 22.9 ksi but struggles to incorporate thermal expansion effects from both the substrate and the bolt. The typical approach for analyzing thermal stresses involves superposition, treating thermal and mechanical loads separately. It is suggested to allow for free movement at one end of the beam and calculate the load needed to restore it to position. The conversation emphasizes the importance of considering both materials' thermal expansion coefficients and Young's moduli in the design.
Seraph042
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I'm designing a system that will thermally cycle a stainless steel substrate up to 1200C from room temperature; right now my design consists of clamping the substrate onto a plate using a bolt head/washer with a nut on the other end of the screw, as shown on the attached figure.

I want to determine the minimum distance I can put the substrate away from the bolt so that buckling will not occur during thermal expansion. The substrate in question is 4"x1"x1/16" (the 1" is into the figure). The bolts I have selected have a 3mm nominal diameter and are made of Monel.

I calculated the critical compressive stress on the substrate to be 22.9 ksi, but I am having trouble incorporating the thermal expansion of both the sample and the bolt in order to determine the compressive stress on the sample. What steps should I take?

Here's some material info I got from matweb.com:

\alpha_{stainless steel}=15.1E-06 /degC, E_{stainless steel}=28.5E+06 psi, S_{y, stainless steel}=89.6E+03 psi

\alpha_{bolt}=13.9E-06 /degC, E_{bolt}=24.5E+06 psi
 

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When looking at thermal stresses, the typical approach is superposition. Assume that you have a beam fixed between two supports and heat it. You can think of there being two loads: one thermal, and one mechanically imposed by the support.

Typically one would allow a free end to move as if it were not being constrained. You would then calculate the load required to move it back into place.

I hope that gets you on the right track. If you need an example I'm sure someone can provide one.
 
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