MSC/NASTRAN for Windows Dynamic Analysis-N4W102

Table of Contents

Workshop Title

1. Modal Analysis of a Flat Plate: Create a rectangular plate, define an analysis model comprised of plate elements and find the first five natural frequencies and node shapes.

 

2. Modal Analysis of a Flat Plate using Static Reduction: Reduce the degrees of freedom of the previous model and find the first five natural frequencies and node shapes.



3. Direct Transient Response Analysis: Create a rectangular plate, define an analysis model comprised of plate elements, define time-varying excitation and run an MSC/NASTRAN direct transient response analysis.

 

4. Modal Transient Response Analysis: Repeat last exercise and compute nodal displacements for desired time domain.

 

5. Direct Frequency Response Analysis: Create a rectangular plate, define an analysis model comprised of plate elements, define frequency-varying excitation and run an MSC/NASTRAN modal frequency response analysis.

 

6. Modal Frequency Response Analysis: Create a rectangular plate, define an analysis model comprised of plate elements, define frequency-varying excitation and compute nodal displacements for desired frequency response.

 

7. Direct Transient Response with Base Excitation: Create a rectangular plate, define an analysis model comprised of plate elements, define time-varying unit acceleration using large mass method and compute nodal displacements for desired time domain.

 

8. Enforced Motion with Direct Frequency Response: Create a rectangular plate, define an analysis model comprised of plate elements, define frequency-varying tip displacement using large mass method and compute nodal displacements for desired time domain.

9a. Modal Analysis of a Beam: Perform normal modes analysis of a cantilever beam, find the first three natural frequencies and mode shapes of the beam.

 

9b. Normal Modes with Differential Stiffness: Analyze a stiffened beam for normal modes, produce an input file that represents the beam and load, find normal modes (natural frequencies).

Appendix Title

A-a. Modal Analysis of a Beam (SI Units): Perform normal modes analysis of a cantilever beam, find the first three natural frequencies and mode shapes of the beam.

 

A-b. Normal Modes with Differential Stiffness (SI Units): Analyze a stiffened beam for normal modes, produce an input file that represents the beam and load, find normal modes (natural frequencies).

 


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