Sag of elastic / non-elastic catenary

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SUMMARY

The discussion centers on the comparison between elastic and non-elastic catenaries, specifically regarding their sag under the same horizontal tension. The key equations involved are the non-elastic catenary represented by y = c*cosh(x/c) and the more complex equation for elastic catenaries, which incorporates the modulus of elasticity. The conclusion drawn is that, under equal tensions, the sag of the elastic catenary is smaller than that of the non-elastic catenary due to the reduced unit weight of the stretched wire and the additional potential energy stored in the elastic deformation.

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cornis
Hi,

I would like to ask about the difference of sag elastic and non-elastic catenary.
When these catenaries (their mathematic model) have a same horizontal tension, it is bigger sag elastic or non-elastic catenary?

I have my own calculations and I want to verify them.

Thanks
Joseph
 
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A catenary, by definition, has no bending stiffness, so your question really does not seem to make much sense.
 
I will clarify my query. I have wire with horizontal tension Th, unit weight w, modulus of elasticity E, cross section A and span length a.
Parameter of catenary is c = Th/(w*g).

1) When is consider only non-elastic catenary, the equation is y = c*cosh(x/c)
2) When is consider elastic catenary, the equation is more complicated because of the wire elasticity.

I calculate the maximum sag using 1) and 2). Which sag is bigger?

I hope the question is clear now.
 
So, as I understand you, in case 1 you have a true catenary, while in case 2 you have a tension beam bending under its own weight.

To address your question as to which as the larger sag, consider a similar question. Assume that both are deformed by gravity to exactly the same shape. In that case, which has the higher stored potential energy?

I think you make a mistake in using your term "elastic catenary." This contradicts the definition of a catenary.
 
Yes, now you understand it well. I apologize for inaccuracies.

I'm a bit confused. In case 2) is added potential energy of elasticity - ½*k*(Δx)2. On the other hand, it is smaller potencial energy of gravity, because stretched wire has a smaller unit weight. From this assumption and assumption that the catenaries have the same shape (same parametr of catenary) c1=c2
c1 = Th1/(w1*g)
c2 = Th2/(w2*g)
Because w2<w1, also Th2<Th1. So the "elastic catenary" has a smaller tension then non-elastic catenary with the same shape.
So, if the tensions are equal, the sag in case 2) is smaller than sag in case 1).

I do not know if that's right.
 

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