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I am using the predefined field option in abaqus and I am going to use a empty static load step to allow it to reach equilibrium. Should I apply boundary conditions , Which boundary conditions...
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I am doing a parametric study on buckling on beams as shown in the attachment. I should use shell elements to model the I sections. I have to take initial sway of the beam and residual stresses...
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I want to generate I beam sections but I want to model it using shell elements.
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I am a beginner. It seems to take forever to model a few simple I beams (shell elements) and assemble it into frame. There has to be some other better and faster way to do it.
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I am modelling a beam with shell elements and to take the properties of the radius of the fillet into account I have to include the additional area as beam element. So is it possible to couple...
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