Timeline for Approaching/formulating a problem in solid mechanics
Current License: CC BY-SA 4.0
7 events
| when toggle format | what | by | license | comment | |
|---|---|---|---|---|---|
| Nov 7, 2022 at 7:16 | comment | added | Daniel Castro | @TomášLétal Thank you. Do you recommend a particular book, review, lecture notes, web-page, or any reference where I can study such material ? Thank you. | |
| Nov 6, 2022 at 14:28 | comment | added | Tomáš Létal | From such general sense, I think your only option is nonlinear finite element analysis with large deflections. You could also check out "large deflection plate theory". | |
| Nov 6, 2022 at 13:22 | comment | added | Daniel Castro | @TomášLétal I understand. But I would like to know which equations and, or theories (preferably with name and surname) are suitable for this kind of problems. I am not really interested in the circular case but something more intricate (tree leafs, actually); this is just a toy model that I'm trying to analize to get a grasp of the general methods. Thank you. | |
| Nov 6, 2022 at 12:52 | comment | added | Tomáš Létal | The size and shape of the small area that is fixed will matter a lot, I think you should specify it in the question. | |
| Nov 6, 2022 at 8:30 | comment | added | Daniel Castro | @TomášLétal Of course, in reality one holds it not at a single point, but with that I mean an area small compared to the overall area of the plate. | |
| Nov 4, 2022 at 8:43 | comment | added | Tomáš Létal | If the surface is flexible, holding it just at one point does not make sense, because such "connection" has zero stiffness. Of course if you use FEA and fix one node in place, it works, but that is because the FEA node doesn't represent just a single point but also area around it. | |
| Nov 3, 2022 at 12:29 | history | asked | Daniel Castro | CC BY-SA 4.0 |