Catenary - Computational Methods - Lecture Slides, Slides of Calculus for Engineers

These are the Lecture Slides of Computational Methods which includes Thévenin’s Equivalent Circuit, Circuit Simplification, Analysis of Power Transfer, Voltage Division, Analytical Game Plan, Array Operation, Element Operations, Number of Allowable Values etc.Key important points are: Catenary, Internal Tension Force Magnitude, Unloaded Cable, Dummy Variables of Integration, Laterally Directed Force, Hyperbolic-Trig, Differential Geometry, Cabling Contraption, Horizontal Tangent Point

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2012/2013

Uploaded on 03/26/2013

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Engineering 25

Catenary

Tutorial Part-

UNloaded Cable → Catenary

 Consider a cable uniformly loaded by the cable itself, e.g., a cable hanging under its own weight.

T = T 02 + w^2 s^2 = w^2 ( T 02 w^2 + s^2 ) = w c^2 + s^2

  • With loading on the cable from lowest point C to a point D given by W = ws , the Force Triangle on segment CD reveals the internal tension force magnitude, T
  • Where c^ = T 0^ w

UNloaded Cable → Catenary (3)

 Factoring Out c

 Integrate Both Sides using Dummy Variables of Integration:

  • σ: 0→x η: 0→s

ds c c c s c

c ds c s

c dx (^) 2 2 2 2 2 2

 Finally the Integral Eqn

ds s c

dx (^) 2 2 1

UNloaded Cable → Catenary (4)

 Using σ: 0→x η: 0→s

 Now the R.H.S. AntiDerivative is the argSINH

 Noting that

∫ ∫

=

= = =^ +

x s d c

d

η η

σ

σ 0 σ^0 1 η 2 2 η

[ ]

s s x x c

d c c

d

=

=

=

=

= = 

∫ =^ = ∫

η

η

η η

σ σ

σ σ

(^0 ) 0 0 argsinh 1

arg sinh ( ) 0 = sinh−^1 ( ) 0 = 0

UNloaded Cable → Catenary (6)

 Finally, Eliminate s in favor of x & y. From the Diagram

 So the Differential Eqn

 From the Force Triangle

dy = dx tan θ

0

tan T

W

 And From Before

W = ws and T 0 = wc

dx c

s dx wc

ws dx T

W dy = dx = = = 0

tan θ

UNloaded Cable → Catenary (7)

 Recall the Previous Integration That Relates x and s

 Integrating with Dummy Variables:

  • Ω: c→y σ: 0→x

[ ]

x x y c

y c d c d c c

=

=

=

Ω= Ω=

Ω= Ω = 

  

  

  

 =  

  

Ω = Ω =  ∫ ∫

σ

σ

σ σ

σ σ σ (^0 ) sinh cosh

 

  

c

x s c sinh

 Using s(x) above in the last ODE

dx c

dx x c

c x c

sdx c

dy dx  

  

 =  

  

= tan θ =^1 =^1 sinh sinh

Catenary Tension, T ( y )

 With Hyperbolic-Trig ID: cosh 2 – sinh 2 = 1

 Recall From the Differential Geometry

 Thus:

y = c cosh ( x c )

( ) ( ) (^222) [ 2 ( ) 2 ( )] 2

2 2 2 2 2 2

cosh sinh

cosh sinh y s c x c x c c

y s c x c c x c ∴ − = − =

− = −

y^2 − s^2 = c^2 or c^2 + s^2 = y^2

T ( c , s ) = w c^2 + s^2 = w y^2 = wy = T ( y )

c = T 0 w

T^ (^ y )^ = wy

  • Catenary Cabling Contraption  Shape is defined by the Catenary Equation

y = c cosh ( x c )

  • Note that the ORIGIN for y is the Distance “c” below the HORIZONTAL Tangent Point

y = c