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geoITA said..Ian K said..geoITA said..SchobiHH said...
Do you have something constructive to say? I don't think so.
I already told you something constructive. Go study some engineering or, better, quit explaining things you do not know. Sorry, but I am not going to explain things to a total illiterate. Grab a book or two instead, or even use Wikipedia. You do not even imagine how much far away from reality you are when you talk about "fatigue" in this case, for example.
There's always been a bit of chipping going on between engineers and physicists. You've taken it to the next level.
Which of the points made by SchobiHH do you disagree with?
Too many!!!
Just talking about "fatigue" clearly indicates he is totally unaware of what he is talking about. Also stating that "... There are 3 types of elastic stresses "shear, tensile and torsion stresses" is totally naive, and explains that our friend makes some good confusion between the kind of stress(es) an object may be subject to, and the way (more or less elastic) it reacts to those stresses.
And, by the way, who cares about "elastic deformation", as if deformation is elastic then it gets back to zero when the stress ceases ...
oh! now you are talking. Unaware of "what I am talking about beeing totally illatere". You are quite insulting and give no proper argument. I like that type of person. Blaming others to be stupid because the are questioning there profound argumentation....
I still can not image that you have a mechanical engineering degree.
There is one principal concept about "elasticy", you a apply a force to some body and the elastic deformation is of a "tensorial" kind. Which is nothing than stating, that the body reacts with shear and tensional stress. (forget my statement about torsional stress, that was wrong. Got abit rusty and have it looked up again. Because I want to sure I am stating the correct) Obvisously you are not aware of that fact.
Fatique is btw the special situation where the material encounters its limits of elasticity because of period loads...
Your statement "fatigue leader to sudden failure, not to a tiny yet important deformation that somewhat tende to "set in" is total nonsense.
Fatique is something what starts slowly and evenutally ends in total failure.
Your statement
"So from what I understand. Yes we see a lot of altered rockerlines, if we check. Most probable cause in my view (I will not explain this here, it would take too long, but I am sure that the eventual reader competent enough will understand with no need for explanations) is some crushing in the sandwich foam, that probably sets in and does not go on indefinitely. And best way to avoid it, is using extra heavy sandwich foam in the bottom in the area between straps positions, as this would cost a very marginal weight increase in order to obtain around 2x better strength."
is also wrong (because of the simple fact that the compression strength of a stronger PVC is nothing compared to the compression strength of the laminate. That is why there is sandwich construction. That is something every mechanical engingeer should have learnt is its undergraduate classes But you don't care because to you all others who not comply to your flawed ideas are stupid.
Can you please give me the calculation fo the 2x better strength? I really would love to see that. BTW the strength indeed can be calculated. It is not so complicated. You just need to know that is the correct formula to apply, i.e. the right theory that models that effect. You might share your indefinite wisdom with us.