Finite Element Analysis Using MSC-Patran-Nastran

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Using the Materials menu create an isotropic homogeneous material with these properties. The properties set is made using the command Create/3D/Solid in the properties menu. Input the properties simply as the material you just created. Select the entire part to have these properties. 5. Do the Analysis In the analysis menu, use the command Analyze/Entire Model/Full Run . op2 file. Read in the analysis results Using the command Read Output2/Result Entities/ Translate. op2) file. 6. View the Results In the results menu, use the command Create/Quick Plot.

Do they make physical sense? 2. Find a way to get some substantial analytic verification for the model. 3. e. determine where material can probably be removed). Computationally test your new design.

On the TM select File From the pull down menu select Save On the TM select File From the pull down menu select Quit VI. EXERCISES: 1. Compare the FEA results with the analytic results for the mid-span deflection and stresses of a simply supported beam. To do this look at the mid-span deflection and stresses of either of the long horizontal members. Note that the BC of the ends of these members are Not really simply supported. There is some resistance to rotation of the cross section. However, neither is it truly a cantilevered BC.

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