Analytical solution for thermal stresses in a rectangular plate

AI Thread Summary
The discussion focuses on finding an analytical solution for thermal stresses in a rectangular plate with traction-free surfaces and a parabolic temperature change along the y-axis. Initial confusion arose regarding boundary conditions, but it was clarified that all edges are free to move. Participants suggest potential solutions involving functions like cosine and polynomial combinations. They note that while direct stress normal to a free edge is zero, other stress components can still exist. The conversation emphasizes the complexity of shear strains and their impact on stress distribution.
Sargam
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Hello everybody,

I am solving a 2D problem of thermal stresses in a rectangular plate in which temperature is changing only y direction. Plate has fixed displacement conditions. Could anyone help me to find out analytical solution of thermal stresses for my problem? Does anyone suggest me where I can find analytical solution?

Thanks in advance.


Sargam
 
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What are "fixed displacement conditions"?

Solutions could be something like a parabola or a cosine in the transverse direction, multiplied by a tanh in the expansion direction. Try a few ones.
 
Hi,

Thanks for the reply. I have mistakenly mention fixed displacement boundary condition but actually all surfaces of rectangle are traction free (free surfaces). Temperature change is parabolic on y-axis.

Could you please let me know where I can get analytical solution for this problem?
 
If temperature is uniform along the X axis and all edges are free to move, stress is zero everywhere, whatever the profile is along the Y axis.

In the more general case, try a product of cos(x) and cos(y) with different harmonic periods - but a particular polynomial solution can look good.
 
Enthalpy said:
If temperature is uniform along the X axis and all edges are free to move, stress is zero everywhere, whatever the profile is along the Y axis.

I think I can see how you reached that (wrong) conclusion, but what about non-zero shear strains in the plate, and the stresses they create?

The direct stress component normal to a free edge must be zero, but the other stress components along a free edge need not be zero. Axial tension in a rod is a simple (non-thermal) example.
 
Right!

It must be something like tanh(x) times a polynomial of y.
 
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