Butterfly curve (algebraic): Difference between revisions

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The '''torsion constant''' is a geometrical property of a bar's cross-section which is involved in the relationship between angle of twist and applied torque along the axis of the bar, for a homogeneous linear-elastic bar. The torsion constant, together with material properties and length, describes a bar's torsional [[stiffness]]. The SI unit for torsion constant is m<sup>4</sup>.
 
== History ==
In 1820, the French engineer A. Duleau derived analytically that the torsion constant of a beam is identical to the [[second moment of area]] normal to the section J<sub>zz</sub>, which has an exact analytic equation, by assuming that a plane section before twisting remains plane after twisting, and a diameter remains a straight line.
Unfortunately, that assumption is correct only in beams with circular cross-sections, and is incorrect for any other shape.<ref>
Archie Higdon et al.
"Mechanics of Materials, 4th edition".
</ref>
 
For non-circular cross-sections, there are no exact analytical equations for finding the torsion constant. However approximate solutions have been found for many shapes.
Non-circular cross-section always have warping deformations that require numerical methods to allow the exact calculation of the torsion constant.<ref name="David">Advanced structural mechanics, 2nd Edition, David Johnson</ref>
 
== Partial Derivation ==
For a beam of uniform cross-section along its length:
:<math>\theta = \frac{TL}{JG}</math>
where
:<math>\theta</math> is the angle of twist in radians
:''T'' is the applied torque
:''L'' is the beam length
:''J'' is the torsion constant
:''G'' is the [[Modulus of rigidity]] (shear modulus) of the material
[[File:TorsionConstantBar.svg]]
 
==Examples for specific uniform cross-sectional shapes==
===Circle===
:<math>J_{zz} = J_{xx}+J_{yy} = \frac{\pi r^4}{4} + \frac{\pi r^4}{4} = \frac{\pi r^4}{2}</math><ref name="Weisstein, Eric W.">"Area Moment of Inertia." From MathWorld--A Wolfram Web Resource. http://mathworld.wolfram.com/AreaMomentofInertia.html</ref>
where
:''r'' is the radius
This is identical to the [[second moment of area]] J<sub>zz</sub> and is exact.
 
alternatively write: <math>J = \frac{\pi D^4}{32}</math><ref name="Weisstein, Eric W.">"Area Moment of Inertia." From MathWorld--A Wolfram Web Resource. http://mathworld.wolfram.com/AreaMomentofInertia.html</ref>
where
:''D'' is the Diameter
===Ellipse===
:<math>J \approx \frac{\pi a^3 b^3}{a^2 + b^2}</math><ref name="Roark7">Roark's Formulas for stress & Strain, 7th Edition, Warren C. Young & Richard G. Budynas</ref><ref name="Irjens">Continuum Mechanics, Fridtjov Irjens, Springer 2008, p238, ISBN 978-3-540-74297-5</ref>
where
:''a'' is the major radius
:''b'' is the minor radius
 
===Square===
:<math>J \approx \,2.25 a^4</math><ref name="RoyMech7">Torsion Equations, Roy Beardmore, http://www.roymech.co.uk/Useful_Tables/Torsion/Torsion.html</ref>
where
:''a'' is half the side length
 
===Rectangle===
:<math>J \approx\beta a b^3</math>
where
:''a'' is the length of the long side
:''b'' is the length of the short side
:<math>\beta</math> is found from the following table:
{| class="wikitable"
|-
! a/b
! <math>\beta</math>
|-
| 1.0
| 0.141
|-
| 1.5
| 0.196
|-
| 2.0
| 0.229
|-
| 2.5
| 0.249
|-
| 3.0
| 0.263
|-
| 4.0
| 0.281
|-
| 5.0
| 0.291
|-
| 6.0
| 0.299
|-
| 10.0
| 0.312
|-
| <math>\infty</math>
| 0.333
|}<ref>Advanced Strength and Applied Elasticity, Ugural & Fenster, Elsevier, ISBN 0-444-00160-3</ref>
 
Alternatively the following equation can be used with an error of not greater than 4%:<br>
:<math>J \approx a b^3 \left ( \frac{1}{3}-0.21 \frac{b}{a} \left ( 1- \frac{b^4}{12a^4} \right ) \right )</math><ref name="Roark7" />
 
===Thin walled closed tube of uniform thickness===
:<math>J = \frac{4A^2t}{U}</math><ref name="Roark">Roark's Formulas for stress & Strain, 6th Edition, Warren C. Young</ref>
:''A'' is the mean of the areas enclosed by the inner and outer boundaries
:''t'' is the wall thickness
:''U'' is the length of the median boundary
 
===Thin walled open tube of uniform thickness===
:<math>J = \frac{1}{3}U t^3</math><ref>Advanced Mechanics of Materials, Boresi, John Wiley & Sons, ISBN 0-471-55157-0</ref>
:''t'' is the wall thickness
:''U'' is the length of the median boundary (perimeter of median cross section)
 
===Circular thin walled open tube of uniform thickness (approximation)===
This is a tube with a slit cut longitudinally through its wall.
:<math>J = \frac{2}{3} \pi r t^3</math><ref name="Roark" />
:''t'' is the wall thickness
:''r'' is the mean radius
This is derived from the above equation for an arbitrary thin walled open tube of uniform thickness.
 
==Commercial Products ==
There are a number specialized software tools to calculate the torsion constant using the finite element method.
* [http://www.mechatools.com/en/shapedesigner.html ShapeDesigner] by [http://www.mechatools.com Mechatools Technologies]
* [http://www.iesweb.com/products/shapebuilder/index.htm ShapeBuilder] by [http://www.iesweb.com IES Web]
* [http://www.bentley.com/en-US/Products/STAAD.Pro/Section-wizard.htm STAAD SectionWizard] by [http://www.bentley.com Bentley]
* [http://fornamagic.com/download.php?view.15 SectionAnalyzer] by [http://www.fornamagic.com Fornamagic Ltd]
* [http://strand7.com Strand7 BXS Generator] by [http://www.strand7.com Strand7 Pty Limited]
 
==References==
{{reflist}}
 
{{DEFAULTSORT:Torsion Constant}}
[[Category:Continuum mechanics]]
[[Category:Structural analysis]]

Revision as of 00:12, 25 July 2013

The torsion constant is a geometrical property of a bar's cross-section which is involved in the relationship between angle of twist and applied torque along the axis of the bar, for a homogeneous linear-elastic bar. The torsion constant, together with material properties and length, describes a bar's torsional stiffness. The SI unit for torsion constant is m4.

History

In 1820, the French engineer A. Duleau derived analytically that the torsion constant of a beam is identical to the second moment of area normal to the section Jzz, which has an exact analytic equation, by assuming that a plane section before twisting remains plane after twisting, and a diameter remains a straight line. Unfortunately, that assumption is correct only in beams with circular cross-sections, and is incorrect for any other shape.[1]

For non-circular cross-sections, there are no exact analytical equations for finding the torsion constant. However approximate solutions have been found for many shapes. Non-circular cross-section always have warping deformations that require numerical methods to allow the exact calculation of the torsion constant.[2]

Partial Derivation

For a beam of uniform cross-section along its length:

where

is the angle of twist in radians
T is the applied torque
L is the beam length
J is the torsion constant
G is the Modulus of rigidity (shear modulus) of the material

Examples for specific uniform cross-sectional shapes

Circle

[3]

where

r is the radius

This is identical to the second moment of area Jzz and is exact.

alternatively write: [3] where

D is the Diameter

Ellipse

[4][5]

where

a is the major radius
b is the minor radius

Square

[6]

where

a is half the side length

Rectangle

where

a is the length of the long side
b is the length of the short side
is found from the following table:
a/b
1.0 0.141
1.5 0.196
2.0 0.229
2.5 0.249
3.0 0.263
4.0 0.281
5.0 0.291
6.0 0.299
10.0 0.312
0.333

[7]

Alternatively the following equation can be used with an error of not greater than 4%:

[4]

Thin walled closed tube of uniform thickness

[8]
A is the mean of the areas enclosed by the inner and outer boundaries
t is the wall thickness
U is the length of the median boundary

Thin walled open tube of uniform thickness

[9]
t is the wall thickness
U is the length of the median boundary (perimeter of median cross section)

Circular thin walled open tube of uniform thickness (approximation)

This is a tube with a slit cut longitudinally through its wall.

[8]
t is the wall thickness
r is the mean radius

This is derived from the above equation for an arbitrary thin walled open tube of uniform thickness.

Commercial Products

There are a number specialized software tools to calculate the torsion constant using the finite element method.

References

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  1. Archie Higdon et al. "Mechanics of Materials, 4th edition".
  2. Advanced structural mechanics, 2nd Edition, David Johnson
  3. 3.0 3.1 "Area Moment of Inertia." From MathWorld--A Wolfram Web Resource. http://mathworld.wolfram.com/AreaMomentofInertia.html
  4. 4.0 4.1 Roark's Formulas for stress & Strain, 7th Edition, Warren C. Young & Richard G. Budynas
  5. Continuum Mechanics, Fridtjov Irjens, Springer 2008, p238, ISBN 978-3-540-74297-5
  6. Torsion Equations, Roy Beardmore, http://www.roymech.co.uk/Useful_Tables/Torsion/Torsion.html
  7. Advanced Strength and Applied Elasticity, Ugural & Fenster, Elsevier, ISBN 0-444-00160-3
  8. 8.0 8.1 Roark's Formulas for stress & Strain, 6th Edition, Warren C. Young
  9. Advanced Mechanics of Materials, Boresi, John Wiley & Sons, ISBN 0-471-55157-0