Catenary

From Wikipedia, the free encyclopedia

For the railroad term see Overhead lines

For its use in ring theory, see Catenary ring.

Catenaries for different values of the parameter 'a'

In physics, the catenary is the shape of a hanging flexible chain or cable when supported at its ends and acted upon by a uniform gravitational force (its own weight). The chain is steepest near the points of suspension because this part of the chain has the most weight pulling down on it. Toward the bottom, the slope of the chain decreases because the chain is supporting less weight.

1 History
2 Mathematical Description
- 2.1 Derivation
- 2.2 General Equation
3 Suspension bridges
4 The inverted catenary arch
5 Anchoring of marine vessels
6 Towed cables
- 6.1 Critical angle tow
7 Other uses of the term
8 References
9 External links

[edit] History

The word catenary is derived from the Latin word catena, which means "chain". The curve is also called the "alysoid", "funicular", and "chainette". Galileo claimed that the curve of a chain hanging under gravity would be a parabola, but this was disproved by Jungius in a work published in 1669.^[1]

In 1691, Leibniz, Christiaan Huygens, and Johann Bernoulli derived the equation in response to a challenge by Jakob Bernoulli. Huygens first used the term 'catenaria' in a letter to Leibniz in 1690, and David Gregory wrote a treatise on the catenary in 1690. However Thomas Jefferson is usually credited with the English word 'catenary'^[2].

The application of the catenary to the construction of arches is ancient, as described below; the modern rediscovery and statement is due to Robert Hooke, who discovered it in the context of the rebuilding of St Paul's Cathedral^[3], possibly having seen Huygen's work on the catenary. In 1671, Hooke announced to the Royal Society that he had solved the problem of the optimal shape of an arch, and in 1675 published an encrypted solution as a Latin anagram^[4] in an appendix to his Description of Helioscopes,^[5] where he wrote that he had found "a true mathematical and mechanical form of all manner of Arches for Building," He did not publish the solution of this anagram^[6] in his lifetime, but in 1705 his executor provided it as:

“

Ut pendet continuum flexile, sic stabit contiguum rigidum inversum.

”

meaning

“

As hangs a flexible cable, so inverted, stand the touching pieces of an arch.

”

[edit] Mathematical Description

[edit] Derivation

To derive the equation for the shape of a catenary in a uniform gravitational field $\vec{g}$ , we begin with the condition of static equilibrium for a link at position $s$ along the catenary; the sum of all forces must be $0$ .

$\vec{0}=F_0+\int_0^s ds'\lambda(s')\hat{g}+\vec{\tau}(s)$ ,

where $F 0$ is the anchoring force holding up the catenary at $s = 0$ , $λ(s)$ is the mass per unit length at position $s$ along the catenary, and $\vec{\tau}(s)$ is the tension at $s$ . Taking the derivative with respect to $s$ and assuming a constant $λ(s) = λ 0$ yields

$\vec{0}=\lambda_0\vec{g}+\frac{d\vec{\tau}(s)}{ds}$ .

Breaking this into its constituent $x$ and $y$ components and assuming $\vec{g}$ points in the $- y$ direction yields

$\frac{d(\tau \cos{\theta})}{ds}=0,\qquad\quad\qquad(1)$

$\frac{d(\tau \sin{\theta})}{ds}=\lambda_0 g,\qquad\qquad(2)$

where $θ$ is the angle from the horizontal $x$ axis.

From equation (1) we see that $τcosθ = c$ , where $c$ is a constant, implies that

$\tau=\frac{c}{\cos{\theta}}$ .

Substituting into equation (2),

$\frac{d(\tan{\theta})}{ds}=\frac{\lambda_0 g}{c}.\qquad\qquad(3)$

Now substituting the arc length

$ds=\sqrt{1+\left(\frac{dy}{dx}\right)^2}dx$

into equation (3) yields the differential equation

$\frac{dy'}{dx}=\frac{\lambda_0 g}{c}\sqrt{1+(y')^2},\qquad\qquad(4)$

where $y' = d y / d x$ . The solution to equation (4) is

$y=\frac{c}{\lambda_0 g}\cosh{\left(\frac{\lambda_0 g}{c} x+\alpha\right)}+\beta$ ,

where $α$ and $β$ are constants to be determined, along with $c$ , by the boundary conditions of the problem.

[edit] General Equation

The intrinsic equation of the shape of the catenary with both ends anchored at equal height is given by the hyperbolic cosine function or its exponential equivalent

$y = a \cdot \cosh \left ({x \over a} \right ) = {a \over 2} \cdot \left (e^{x/a} + e^{-x/a} \right )$ ,

in which

$a =\frac{T_o}{\lambda}.$

where $T o$ is the horizontal component of the tension (a constant) and $λ$ is the weight per length unit.

If you roll a parabola along a straight line, its focus traces out a catenary (see roulette). (The curve traced by one point of a wheel (circle) as it makes one rotation rolling along a horizontal line is not an inverted catenary but a cycloid.) Finally, as proved by Euler in 1744, the catenary is also the curve which, when rotated about the x axis, gives the surface of minimum surface area (the catenoid) for the given bounding circle.

Square wheels can roll perfectly smoothly if the road has evenly spaced bumps in the shape of a series of inverted catenary curves. The wheels can be any regular polygon save for a triangle, but one must use the correct catenary, corresponding correctly to the shape and dimensions of the wheels ^[7].

A charge in a uniform electric field moves along a catenary (which tends to a parabola if the charge velocity is much less than the speed of light $c$ ).

[edit] Suspension bridges

Ponte Hercilio Luz, Florianópolis, Brazil. Suspension bridges follow a parabolic, not catenary, curve.

Free-hanging chains follow the curve of the hyperbolic function above, but suspension bridge chains or cables, which are tied to the bridge deck at uniform intervals, follow a parabolic curve, much as Galileo originally claimed (derivation).

When suspension bridges are constructed, the suspension cables initially sag as the catenaric function, before being tied to the deck below, and then gradually assume a parabolic curve as additional connecting cables are tied to connect the main suspension cables with the bridge deck below.

[edit] The inverted catenary arch

The catenary is the ideal curve for an arch which supports only its own weight. When the centerline of an arch is made to follow the curve of an up-side-down (ie. inverted) catenary, the arch endures almost pure compression, in which no significant bending moment occurs inside the material. If the arch is made of individual elements (eg., stones) whose contacting surfaces are perpendicular to the curve of the arch, no significant shear forces are present at these contacting surfaces. (Shear stress is still present inside each stone, as it resists the compressive force along the shear sliding plane.) The thrust (including the weight) of the arch at its two ends is tangent to its centerline.

The throne room of the Taq-i Kisra in 1824.

In Antiquity, the curvature of the inverted catenary was intuitively discovered and found to lead to stable arches and vaults. A spectacular example remains in the Taq-i Kisra in Ctesiphon, which was once a great city of Mesopotamia. In ancient Greek and Roman cultures, the less efficient curvature of the circle was more commonly used in arches and vaults. The efficient curvature of inverted catenary was perhaps forgotten in Europe from the fall of Rome to the Middle-Ages and the Renaissance, where it was almost never used, although the pointed arch was perhaps a fortuitous approximation of it.

Catenary arches under the roof of Gaudí's Casa Milà, Barcelona, Spain

The Catalan architect Antoni Gaudí made extensive use of catenary shapes in most of his work. In order to find the best curvature for the arches and ribs that he desired to use in the crypt of the Church of Colònia Güell, Gaudí constructed inverted scale models made of numerous threads under tension to represent stones under compression. This technique worked well to solve angled columns, arches, and single-curvature vaults, but could not be used to solve the more complex, double-curvature vaults that he intended to use in the nave of the church of the Sagrada Familia. The idea that Gaudi used thread models to solve the nave of the Sagrada Familia is a common misconception, although it could have been used in the solution of the bell towers.

The Gateway Arch (looking East).

The Gateway Arch in Saint Louis, Missouri, United States follows the form of an inverted catenary. It is 630 feet wide at the base and 630 feet tall. The exact formula

$y = -127.7 \; \textrm{ft} \cdot \cosh({x / 127.7 \; \textrm{ft}}) + 757.7 \; \textrm{ft}$

is displayed inside the arch.

In structural engineering a catenary shell is a structural form, usually made of concrete, that follows a catenary curve. The profile for the shell is obtained by using flexible material subjected to gravity, converting it into a rigid formwork for pouring the concrete and then using it as required, usually in an inverted manner.

Catenary arch kiln under construction over temporary form

A kiln, a kind of oven for firing pottery, may be made from firebricks with a body in the shape of a catenary arch, usually nearly as wide as it is high, with the ends closed off with a permanent wall in the back and a temporary wall in the front. The bricks (mortared with fireclay) are stacked upon a temporary form in the shape of an inverted catenary, which is removed upon completion. The form is designed with a simple length of light chain, whose shape is traced onto an end panel of the form, which is inverted for assembly. A particular advantage of this shape is that it does not tend to dismantle itself over repeated heating and cooling cycles — most other forms such as the vertical cylinder must be held together with steel bands.

[edit] Anchoring of marine vessels

The catenary form given by gravity is made advantage of in its presence in heavy anchor rodes which usually consist mostly of chain or cable as used by ships, oilrigs, docks, and other marine assets which must be anchored to the seabed.

Particularly with larger vessels, the catenary curve given by the weight of the rode presents a lower angle of pull on the anchor or mooring device. This assists the performance of the anchor and raises the level of force it will resist before dragging. With smaller vessels it is less effective^[8].

The catenary curve in this context is only fully present in the anchoring system when the rode has been lifted clear of the seabed by the vessel's pull, as the seabed obviously affects its shape while it supports the chain or cable. There is also typically a section of rode above the water and thus unaffected by buoyancy, creating a slightly more complicated curve.

[edit] Towed cables

A truss arch bridge designed by Gustav Eiffel employing an inverted catenary arch

When a cable is subject to wind or water flows, the drag forces lead to more general shapes, since the forces are not distributed in the same way as the weight. A cable having radius $a$ and specific gravity $σ$ , and towed at speed $v$ in a medium (e.g., air or water) with density $ρ 0$ , will have an $(x, y)$ position described by the following equations (Dowling 1988):

$\frac{{dT}}{{ds}}=-\rho _{0}\left( {\sigma -1}\right) \pi a^{2}g\sin \phi -\rho _{0}v^{2}\pi aC_{T}\cos \phi ;$

$T\frac{{d\phi }}{{ds}}=-\rho _{0}\left( {\sigma -1}\right) \pi a^{2}g\cos \phi +\rho _{0}av^{2}\left[ {C_{D}\sin \phi +\pi C_{N}}\right] \sin \phi ;$

$\frac{{dx}}{{ds}}=\cos \phi ;$

$\frac{{dy}}{{ds}}=-\sin \phi .$

Here $T$ is the tension, $φ$ is the incident angle, $g = 9.81 m / s 2$ , and $s$ is the cable scope. There are three drag coefficients: the normal drag coefficient $C D$ ( $\approx 1.5$ for a smooth cylindrical cable); the tangential drag coefficient $C T$ ( $\approx 0.0025$ ), and $C N$ ( $= 0.75 C T$ ).

The system of equations has four equations and four unknowns: $T$ , $φ$ , $x$ and $y$ , and is typically solved numerically.

[edit] Critical angle tow

Critical angle tow occurs when the incident angle does not change. In practice, critical angle tow is common, and occurs far from significant point forces.

Setting $\frac{{d\phi }}{{ds}}=0$ leads to an equation for the critical angle:

$\rho _{0}\left( {\sigma -1}\right) \pi a^{2}g\cos \phi =\rho _{0}av^{2}\left[ {C_{D}\sin \phi +\pi C_{N}}\right] \sin \phi .$

If $π C N < < C D sinφ$ , the formula for the critical angle becomes

$\rho _{0}\left( {\sigma -1}\right) \pi a^{2}g\cos \phi =\rho _{0}av^{2}{ C_{D}\sin }^{2}{\phi ;}$

$\left( {\sigma -1}\right) \pi ag\cos \phi =v^{2}{C_{D}\sin }^{2}{\phi =}v^{2} {C_{D}}\left( 1-\cos ^{2}\phi \right) ;$

$\cos ^{2}\phi +\frac{\left( {\sigma -1}\right) \pi ag}{v^{2}{C_{D}}}\cos \phi -1=0;$

leading to the rule-of-thumb formula

$\cos \phi =-\frac{\left( {\sigma -1}\right) \pi ag}{2v^{2}{C_{D}}}+\sqrt{1+ \frac{\left( {\sigma -1}\right) ^{2}\pi ^{2}a^{2}g^{2}}{4v^{4}{C_{D}^{2}}}}.$

The drag coefficients of a faired cable are more complicated, involving loading functions that account for drag variation as a function of incidence angle.

[edit] Other uses of the term

In railway engineering, a catenary structure consists of overhead lines used to deliver electricity to a railway locomotive, multiple unit, railcar, tram or trolleybus through a pantograph or a trolleypole. These structures consist of an upper structural wire in the form of a shallow catenary, short suspender wires, which may or may not contain insulators, and a lower conductive contact wire. By adjusting the tension in various elements the conductive wire is kept parallel to the centerline of the track, reducing the tendency of the pantograph or trolley to bounce or sway, which could cause a disengagement at high speed.
In semi-rigid airships, a catenary curtain is a fabric and cable internal structure used to distribute the weight of the gondola across a large area of the ship's envelope.
In conveyor systems, the catenary is the portion of the chain or belt underneath the conveyor that is traveling back to the start. It is the weight of the catenary that keeps tension in the chain or belt.

[edit] References

A.P. Dowling, The dynamics of towed flexible cylinders. Part 2. Negatively buoyant elements (1988). Journal of Fluid Mechanics, 187, 533-571.

^ Swetz, Faauvel, Bekken, "Learn from the Masters", 1997, MAA ISBN 0883857030, pp.128-9
^ more word origins 8
^ http://links.jstor.org/sici?sici=0035-9149(200105)55%3A2%3C289%3AMAMSTO%3E2.0.CO%3B2-X
^ cf. the anagram for Hooke's law, which appeared in the next paragraph.
^ Arch Design
^ The original anagram was "abcccddeeeeeefggiiiiiiiiillmmmmnnnnnooprrsssttttttuuuuuuuux": the letters of the Latin phrase, alphabetized.
^ "Roulette: A Comfortable Ride on an n-gon Bicycle" by Borut Levart, The Wolfram Demonstrations Project, 2007.
^ Chain, Rope, and Catenary - Anchor Systems For Small Boats

[edit] External links

Wikimedia Commons has media related to:

Catenary

Hanging With Galileo - mathematical derivation of formula for suspended and free-hanging chains; interactive graphical demo of parabolic vs. hyperbolic suspensions.
Catenary Demonstration Experiment - An easy way to demonstrate the Mathematical properties of a cosh using the hanging cable effect. Devised by Jonathan Lansey
Horizontal Conveyor Arrangement - Diagrams of different horizontal conveyor layouts showing options for the catenary section both supported and unsupported
Catenary curve derived - The shape of a catenary is derived, plus examples of a chain hanging between 2 points of unequal height, including C program to calculate the curve.
Cable Sag Error Calculator - Calculates the deviation from a straight line of a catenary curve and provides derivation of the calculator and references.

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Catenary

From Wikipedia, the free encyclopedia

Contents

[edit] History

[edit] Mathematical Description

[edit] Derivation

[edit] General Equation

[edit] Suspension bridges

[edit] The inverted catenary arch

[edit] Anchoring of marine vessels

[edit] Towed cables

[edit] Critical angle tow

[edit] Other uses of the term

[edit] References

[edit] External links

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