sdra2
Mechanical
- Apr 22, 2006
- 47
I have a number of questions regarding stress analysis of irregular geometry in grey iron castings.
(1) How can I evaluate the theoretical stress concentration factor (using FEA techniques in my case) for irregular geometry? I have read that for, say, a simple bar in tension with a notch, comparison of the notch root stress with the "core" figures gives the theoretical stress concentration. This makes sense as an illustrative example, but can such a method be applied to more complex shapes and, if so, how? How can a "good" figure for the nominal section stress levels be obtained? A "mid-plane" figure or something similar? Is this a dangerous general approach because it is very geometry dependent?
(2) As an alternative to (1) above, is there any value in running analyses with varying notch sizes? This will plainly give rise to a trend of stress concentration data, but without a base case to compare this against, what purpose would such data serve?
(3) Assuming that somehow I obtain a figure for the theoretical stress concentration factor (Kt), can I correct for statically loaded grey iron using Kf=1+q(Kt-1) like I might for a fatigue loading situation?
(4) If (3) above is valid, at what point does it become invalid? As Kt is based on elasticity theory, does this idea become invalid at stress levels beyond the proportional limit of the material?
Thanks in advance to anyone who may give me some useful pointers.
(1) How can I evaluate the theoretical stress concentration factor (using FEA techniques in my case) for irregular geometry? I have read that for, say, a simple bar in tension with a notch, comparison of the notch root stress with the "core" figures gives the theoretical stress concentration. This makes sense as an illustrative example, but can such a method be applied to more complex shapes and, if so, how? How can a "good" figure for the nominal section stress levels be obtained? A "mid-plane" figure or something similar? Is this a dangerous general approach because it is very geometry dependent?
(2) As an alternative to (1) above, is there any value in running analyses with varying notch sizes? This will plainly give rise to a trend of stress concentration data, but without a base case to compare this against, what purpose would such data serve?
(3) Assuming that somehow I obtain a figure for the theoretical stress concentration factor (Kt), can I correct for statically loaded grey iron using Kf=1+q(Kt-1) like I might for a fatigue loading situation?
(4) If (3) above is valid, at what point does it become invalid? As Kt is based on elasticity theory, does this idea become invalid at stress levels beyond the proportional limit of the material?
Thanks in advance to anyone who may give me some useful pointers.