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Subject: [struct] Bolt Stress Concentrations
Author: Cooper, Geoff geoff.cooper@
Date: 2003-04-25 07:54:00

Hello All,
Just going to keep this as short as possible. I'm currently doing a very
simple 2D axisymetric model of a standard bolt in tension. Problem is, for
what is a known loading condition which does not produce plasticity or
failure (from years of industry experience), the model is showing massive
stress concentrations around the 'under head' radius. This is, of course, to
be expected, but would classically indicate a potential failure. The Ansys
help people have assured me that the model is correct, and that this type of
anomaly should be expected and not taken literally, but this argument is
quite difficult to take to management!
I was wondering if anyone else had experienced this problem, and if there is
an agreed way of determining failure criteria in this case. By the way, I've
only got Ansys 5.5.1, which doesn't have the failure criteria portion to it.

Thanks for any help

Cheers
Geoff

Geoffrey Cooper
Analytical Engineer
Rolls Royce - Bedford
geoff.cooper@r...
Posts possibly associated with message #49576AuthorDateScore
49576[struct] Bolt Stress ConcentrationsCooper, Geoff geoff.cooper@2003/04/25 
49579Re: [struct] Bolt Stress ConcentrationsMarco Perucchi2003/04/25 
49581Re: [struct] Bolt Stress ConcentrationsMark Krueger2003/04/25 
49585Re: [struct] Bolt Stress ConcentrationsJohn Ceko2003/04/25 
49590Re: [struct] Bolt Stress ConcentrationsRonnie Thomas2003/04/25 
49591Re: [struct] Bolt Stress ConcentrationsChristopher Wright1969/12/31 
49592Re: [struct] Bolt Stress ConcentrationsIan Prentice2003/04/25 
49594Re: [struct] Bolt Stress ConcentrationsPhilippe Vidori2003/04/25