Modified Riks method for non-linear behaviour and its implementation in Abaqus CAE: This method allows users to examine the buckling regime of certain structures as they undergo large deformations due to applied forces. In this video, we have created a model of an arched beam and a load has been applied at its apex. The boundary conditions for this particular case are a fixed (no degrees of freedoms) boundary condition at one end and a hinged (no translational degrees of freedom) boundary condition at the o
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