General Mechanical

General Mechanical

Damping in a modal analysis: emmbedded in fluid

    • jordimarce
      Subscriber

      I want to solve a modal analysis of a geometry that it is embedded in a fluid, but I want to avoid an FSI model.
      I read that viscous damping could be the type of damping representing "a system immersed in a fluid" so, it would be useful if you can provide me some help/advise in how to do it.
      I am testing two options to do this, but I am not sure if it is possible or I am doing something wrong. The idea Is to convert the fluid to some spring-dashpot model

      1. For the stiffness part (spring) I create an elastic boundary condition defined by the Elastic Foundation Stiffness and I am wondering if it is possible via APDL to include some damping properties in the elastic support


      2. I am trying to define the Rayleigh parameters in the menu of the modal analysis (Analysis settings - Solver controls - damped yes and then define them in damping controls. But when I am defining some random values for alpha and beta, I got always an erroneous solution of the modal analysis where I have some modes, but they are all in 0 Hz. (Not only the six degree of freedom, all)

      I hope if you can help me in how to define the fluid in a modal analysis and, moreover, if you have some values that could be good for fluids. I don't find any information about it.

      Thanks in advance for your help
      jordi

    • sk_cheah
      Subscriber

      Hi Jordi,


      Acoustic Fluid elements may be what you're looking for. An example here is for a modal analysis of a ring submerged in water. You could try adding viscous properties in fluid elements for some damping though be careful of how it is applied. 


       


      Kind regards,
      Jason

    • jordimarce
      Subscriber

      Hi! Thank you for your answer but I work in Workbench. Is there any example available in Workbench?


      I would appreciate it! Thanks!


      (*sorry, when I wrote via APDL I meant including code in workbench like this example:  https://www.simutechgroup.com/tips-and-tricks/fea-articles/143-a-normal-and-tangential-elastic-foundation-in-workbench-mechanical)

    • jj77
      Subscriber
    • jordimarce
      Subscriber

      Thanks for the information of the acoustics ACT. I am not familiar with it and I need time to understand what is doing and what I can do. Meanwhile, my first idea was more simple than a FSI. Is it possible to do it with viscous damping defining Rayleigh parameters? I tried to use them in the modal and the results are really weird.  I got always an erroneous solution of the modal analysis where I have some modes, but they are all in 0 Hz. (Not only the six degree of freedom, all)

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