#ABAQUS

#FEM #Abaqus #FiniteElements #FiniteElementMethod #FiniteElementAnalysis #SteadyStateDynamics #Dynamics
Pavel Babuska, an expert in aerospace structural systems, guide us thru a Steady State Modal Dynamics using Abaqus. When a structure is subjected to a periodic forced vibration, a dynamic amplification occurs when the forcing frequency aligns with the natural frequency. Sweeping the frequency of the forcing function across allows us to identify regions of concern in the structure and can aid design structures to prevent resonance.

Пікірлер: 7

  • @gabrielgrogin3565
    @gabrielgrogin35654 жыл бұрын

    Pavel is really good at explaining his process and he demonstrates a few useful tools while doing so. I hope he does more videos in the future.

  • @shervinsafaeifaegh1540
    @shervinsafaeifaegh1540 Жыл бұрын

    Thanks for such great video with your constructive explanations!

  • @lucaraimondi4020
    @lucaraimondi40204 жыл бұрын

    The second video I have seen from the channel and I really like the format with a brief theoretical background at the beginning and technical demonstration by Pavel who is amazing in showing the application with Abaqus in an effective but concise way!

  • @VinayGoyal

    @VinayGoyal

    4 жыл бұрын

    thank you for the kind comments

  • @Memo_16789
    @Memo_167893 жыл бұрын

    Thanks for the video! It's a very informative presentation. I have a question about the harmonic base excitation problem of an elastic column with fixed-roller boundary conditions. I want to obtain the frequency response function of this column over a certain frequency range. Firstly, I defined the frequency step to extract the mode shapes and natural frequencies of the column. Then, I defined the SSD Modal step to obtain the transmissibility curve of the column over this frequency range. In the Load Module, I wanted to apply a harmonic displacement base motion to the fixed end of the column, but Abaqus did not allow me to do so. The displacement base motion must be in the form y=Y*exp(i*w*t) where Y is the constant displacement magnitude of 1 mm and i is a complex number. How can I define this input as a boundary condition to the fixed end of the column?

  • @ethingeorge4450
    @ethingeorge44502 жыл бұрын

    Is it critical or structural damping?

  • @victoradeoke7277

    @victoradeoke7277

    9 ай бұрын

    Structural