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Pre-analysis and start-up

Analytical Approach:

Assuming plane stresses:

The two dimensional equilibrium equations are:

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\begin

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+ {\partial \tau_

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\over \partial y} + F_x = 0 \nonumber
{\partial \tau_

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\over \partial x} +

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+ F_y = 0 \nonumber
\end


Since we are ignoring the effects of gravity; there are no body forces per unit volume.

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\begin

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F_x = F_y =0\nonumber
\end

Assuming no normal stress in the y direction://

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\begin

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\sigma_y = 0\nonumber
\end

The two dimensional equilibrium equations are:

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\begin

Unknown macro: {eqnarray}
Unknown macro: {partial sigma_x over partial x}

+ {\partial \tau_

Unknown macro: {yx}

\over \partial y} + F_x = 0 \nonumber
{\partial \tau_

Unknown macro: {xy}

\over \partial x} +

Unknown macro: {partial sigma_y over partial y}

+ F_y = 0 \nonumber
\end


Since we are ignoring the effects of gravity; there are no body forces per unit volume.

Unknown macro: {latex}

\begin

Unknown macro: {eqnarray}

F_x = F_y =0\nonumber
\end

Assuming no normal stress in the y direction://

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\begin

Unknown macro: {eqnarray}

\sigma_y = 0\nonumber
\end

 The equilibrium equation in the y direction becomes:

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\begin

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{\partial \tau_

Unknown macro: {xy}

\over \partial x} = 0\nonumber
\end

τ_yx must also be a constant, therefore the equilibrium equation in the x-direction becomes:

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\begin

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= 0\nonumber
\end

Therefore;

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\begin

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\sigma_x = constant\nonumber
\end

Apply Boundary Conditions:

If we make a cut at "A", as indicated in the problem specification, then the stress in A must be P/A.

Therefore,

 ANSYS simulation:

 Open and start the simulation:

The idea of this exercise is to allows you to gain understanding into the difference between analytical solution and numerical solution (ANSYS simulation). Therefore, in this case we have bypassed creation of geometry, mesh and solution and skipped ahead to the results.

1. Download "Class demo1.zip" by [clicking here|^Class demo1.zip]
The zip should contain:
+ class demo1 folder

  • class demo 1_files folder
  • class demo 1.wbpj
    Please make sure both the files and wbpj are in the folder, the program would not work otherwise. (Note: The solution was created using ANSYS workbench 12.0 release, there may be compatibility issues when opened with other versions). Be sure to extract before use.

2. Double click "Class Demo1.wbpj" - This should automatically open ANSYS workbench.

3. Double click on "Results" - This should bring up a new window


[*Go to Results*]

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