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How to do load/displacement as a function of position?

Posted 21 mag 2016, 15:29 GMT-4 Structural Mechanics Version 5.2 0 Replies

Tomohrio Ishikawa
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I am new to COMSOL and try to get used to it with textbook examples of loaded bean (one end is fixed). So, point load or prescribed displacement are simple to do. But, I would like to do a boundary load with varying load across the length of the beam. As is option is the uniform constant load.
How do I do it?
Once I know how to implement varying load, this can be applied for varying displacement in plates and other cases.
Please help!
0 Replies Last Post 21 mag 2016, 15:29 GMT-4
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