I want to apply bolt preload for a shear connection. The bolt is modelled with beam element and head/nut are modelled with coupling. I want some help in AbaqusCAE to define this load condition.
Can we define the axial load(preload of bolt) with the BC in abaqus???
There is a specific load to be applied in the initial step called "bolt tension" that can be applied to beams.
Franco
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