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  • Users: notfeagod
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  1. notfeagod

    stress concentrations at countersink

    I am validating a cantilever beam which is bolted on the top edge of a shelve using 2 countersink bolts. And the free hand supports a load like a hanger. However, when simulating, I am getting high stress concentrations (above yield) around the bolt area. My constraints are fixed on the...

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