Sag of elastic / non-elastic catenary

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    Catenary Elastic
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Discussion Overview

The discussion centers on the comparison between elastic and non-elastic catenaries, particularly focusing on the differences in sag when both types have the same horizontal tension. Participants explore the mathematical modeling of these catenaries and the implications of elasticity on sag and potential energy.

Discussion Character

  • Technical explanation
  • Debate/contested
  • Mathematical reasoning

Main Points Raised

  • Joseph asks about the differences in sag between elastic and non-elastic catenaries under the same horizontal tension.
  • One participant notes that a catenary, by definition, has no bending stiffness, suggesting that the question may not be well-posed.
  • Joseph clarifies that he is considering a wire with specific parameters and provides equations for both non-elastic and elastic catenaries.
  • Another participant distinguishes between the true catenary and a tension beam bending under its own weight, questioning the use of the term "elastic catenary."
  • Joseph discusses the potential energy considerations, noting that the elastic catenary has a smaller unit weight and tension, leading him to believe that its sag may be smaller than that of the non-elastic catenary.
  • Joseph expresses uncertainty about the correctness of his reasoning regarding the relationship between tension, unit weight, and sag.

Areas of Agreement / Disagreement

Participants do not reach a consensus on the definitions and implications of elastic versus non-elastic catenaries. There is disagreement regarding the terminology and the interpretation of the equations presented.

Contextual Notes

There are unresolved assumptions regarding the definitions of catenaries and the conditions under which the comparisons are made. The discussion involves complex interactions between elasticity, tension, and potential energy that are not fully resolved.

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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