Closed j8asic closed 3 years ago
Hi Josip,
This is not classical FEM. You can do things in that direction with ports:
You set a lumped displacement/force (U/F) port on a region of the geometry then you can use these in port relations, e.g. for a lumped spring F=kx you can use something like this:
yourformulation += F - k*U;
This goes in the direction of what you want but not fully though.
Alex
On Sun, 15 Aug 2021, 21:08 Josip Basic, @.***> wrote:
Can one have 1D elements in 3D space to simulate vibrations of beams? I.e. Timoshenko elements (or at least Euler-Bernoulli)?
— You are receiving this because you are subscribed to this thread. Reply to this email directly, view it on GitHub https://github.com/halbux/sparselizard/issues/46, or unsubscribe https://github.com/notifications/unsubscribe-auth/AIJBHAHLKS3IZHKC4WTXHD3T477DHANCNFSM5CGM7Y2Q . Triage notifications on the go with GitHub Mobile for iOS https://apps.apple.com/app/apple-store/id1477376905?ct=notification-email&mt=8&pt=524675 or Android https://play.google.com/store/apps/details?id=com.github.android&utm_campaign=notification-email .
Thanks Alex for the info. So maybe I can reformulate the question: how could one implement vibration of a beam with varying I, J and E properties?
Well you can absolutely do that with classical FEM and sweeping the material properties!
Frequency analysis of a linear elasticity membrane vibration: --> https://github.com/halbux/sparselizard/tree/master/examples/elasticity-membrane-3d
Eigenvalues of the same membrane for linear elasticity: --> https://github.com/halbux/sparselizard/tree/master/examples/eigenvalues-elasticity-membrane-3d
Same but with a damped vibration: --> https://github.com/halbux/sparselizard/tree/master/examples/eigenvalues-damped-elasticity-membrane-3d
Vibration of a prestressed object (or anything with geometric nonlinearity), linearized around a static deflection: --> https://github.com/halbux/sparselizard/tree/master/examples/elasticity-geometric-nonlinearity-eigenvalues-3d
Vibration in the frequency domain of elasticity with geometric nonlinearity (taking new harmonics into account) --> https://github.com/halbux/sparselizard-users/blob/main/examples/mechanic/vibration/backbone-curve-nonlinear-harmonic-balance/main.cpp
The beam geometry can be drawn with the gmsh api or, since it is simple with the native geometry drawer. Then put a sweep loop around it and you are done.
Alex
Thanks for the infos!
Can one have 1D elements in 3D space to simulate vibrations of beams? I.e. Timoshenko elements (or at least Euler-Bernoulli)?