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Problems with fem-sph adaptive rebar deformation

    • 2198215399
      Subscriber

      Hi, this model is running with no breakage of rebar and problems with deformation, how should this be solved?

    • Alex Rycman
      Ansys Employee

      Hello, 

      Could you please explain your query with more details? What is the model representing and what elements are used? What are the boundary conditions? Are the 1D elements being unstable? 

      Thank you,
      Alex 

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