load a line in a block for structural analysis
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Hi
I have a design I want to test. Its an aluminium block with several holes that are used to divert lines (ropes). I have some questions regarding the analysis in Fusion. Please excuse me if these are beginner questions, i am a beginner in this area. Tried to watch a few tutorials, but they only cover their own designs.
This is what I have. Eventually, I want all the holes have ropes thru it, but I started with a single one.
1, I would use a dyneema rope, they can take up to 12 tons. I loaded this with 20kN, so 2 tons. Since there is no dyneema in the library, I used stainless steel, and it failed (stretched). Now I am using titanium, but it still streches a bit. Not a big deal, but is there something wrong with my model? I am not interested in the rope streching, ideally, i would set this material to infinite or something.
2, I fixed one end of the rope, and added the load on the other end. Also added the screws holding the block down. But if I dont add any more constrains, the rope just comes out of the hole:
now I can fix the middle part of the rope, maybe only on the x direction, and then it would stay. But part of my study is to find if the rope stretches the hole open (if thats the right word) and how much. If I fix the contacting part on the rope, that may never happen. Actually, since the rope is a bit smaller than the hole, if I fix it, it does not touch the side of the hole at all, and (I suppose) no forces will be calculated on my actual item.
3, Would it be better to have the force act on the actual inside wall? Like this
But this is not really accurate, most of the 2-ton load is on the rope (and whats on the other end), the block is actually taking the side load from the angle the rope is diverted. This is much bigger than the actual load (this is me tying the rope in the hole and pulling 2 tons, that will never happen, this is a diverter.