PersonalProfile
Mechanical
- Aug 24, 2003
- 261
Hello,
I try searching for myself (online and on this forum) though could not find a suitable answer.
My question is if you had a piece of material (say steel) which had been subjected to fatigue loading (though for the sake of this question you have no way of quantifying its use – i.e measuring of frequency or magnitude is not possible) can / how do you go about assessing the remaining fatigue life of the said piece of material in a know application?
I found the articles on bridges, though to this layperson, they seem to focus on validating / improving the original loading assumptions to validate earlier predications. Again I may have missed the point.
Any information (links etc) will be appreciated.
Thanks and regards,
Lyle
I try searching for myself (online and on this forum) though could not find a suitable answer.
My question is if you had a piece of material (say steel) which had been subjected to fatigue loading (though for the sake of this question you have no way of quantifying its use – i.e measuring of frequency or magnitude is not possible) can / how do you go about assessing the remaining fatigue life of the said piece of material in a know application?
I found the articles on bridges, though to this layperson, they seem to focus on validating / improving the original loading assumptions to validate earlier predications. Again I may have missed the point.
Any information (links etc) will be appreciated.
Thanks and regards,
Lyle