Torsion constant

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Template:Short description

Main quantities involved in bar torsion: θ is the angle of twist; T is the applied torque; L is the beam length.

The torsion constant or torsion coefficient is a geometrical property of a bar's cross-section. It 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

Template:See also 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 planar 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 where warping takes place.[1]

Non-circular cross-sections always have warping deformations that require more complex methods calculate the torsion constant. Few non-circular cross-sections have exact analytical solutions for the torsion constant but approximate numerical solutions exist for many shapes.[2]

The torsional stiffness of short beams with open cross sections is significantly increased if the warping of the end sections is restrained by, for example, stiff end blocks.[3]

Formulation

For a beam of uniform cross-section along its length, the angle of twist (in radians) θ is:

θ=TLGJ

where:

T is the applied torque
L is the beam length
G is the modulus of rigidity (shear modulus) of the material
J is the torsional constant

Inverting the previous relation, we can define two quantities; the torsional rigidity,

GJ=TLθ with SI units N⋅m2/rad

And the torsional stiffness,Template:Anchor

GJL=Tθ with SI units N⋅m/rad

Examples

Bars with given uniform cross-sectional shapes are special cases.

Circle

Jzz=Jxx+Jyy=πr44+πr44=πr42[4]

where

r is the radius

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

alternatively write: J=πD432[4] where

D is the Diameter

Ellipse

J=πa3b3a2+b2[5][6]

where

a is the major radius
b is the minor radius

Square

J≈2.25a4[5]

where

a is half the side length.

Rectangle

J≈βab3

where

a is the length of the long side
b is the length of the short side
β is found from the following table:
a/b β
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%:

J≈ab3(163−3.36ba(1−b412a4))[5]

where

a is half the length of the long side
b is half the length of the short side

Thin walled open tube of uniform thickness

J=13Ut3[8]
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

This is a tube with a slit cut longitudinally through its wall. Using the formula above:

U=2πr
J=23πrt3[9]
t is the wall thickness
r is the mean radius

References

Template:Reflist

  1. ↑ Archie Higdon et al. "Mechanics of Materials, 4th edition".
  2. ↑ Advanced structural mechanics, 2nd Edition, David Johnson
  3. ↑ The Influence and Modelling of Warping Restraint on Beams
  4. ↑ 4.0 4.1 "Area Moment of Inertia." From MathWorld--A Wolfram Web Resource. http://mathworld.wolfram.com/AreaMomentofInertia.html
  5. ↑ 5.0 5.1 5.2 Roark's Formulas for stress & Strain, 7th Edition, Warren C. Young & Richard G. Budynas
  6. ↑ Continuum Mechanics, Fridtjov Irjens, Springer 2008, p238, Template:ISBN
  7. ↑ Advanced Strength and Applied Elasticity, Ugural & Fenster, Elsevier, Template:ISBN
  8. ↑ Advanced Mechanics of Materials, Boresi, John Wiley & Sons, Template:ISBN
  9. ↑ Roark's Formulas for stress & Strain, 6th Edition, Warren C. Young