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Torsional Rigidity


The torsional rigidity of a homogeneous, isotropic, linearly elastic prismatic shaft under uniform torsion is GK, the ratio of applied torque to twist per unit length (Baksa 2020, p. 85). The angular twist theta of the shaft is given by

 theta=(TL)/(KG)
(1)

(Roark 1954, p. 174), where T is the twisting moment (commonly measured in units of inch-pounds-force), L is the length (inches), G is the modulus of rigidity (pounds-force per square inch), and K (sometimes also denoted C) is the torsional rigidity multiplier for a given geometric cross section (inches to the fourth power). Note that the quantity TL is sometimes denoted M_t (e.g., Timoshenko and Goodier 1951, p. 264).

For a bounded, connected plane domain Omega with a piecewise smooth boundary, let n=(n_x,n_y) be the outward unit normal vector. A harmonic function w(x,y), satisfying Deltaw=0 in Omega, is determined up to an additive constant by the Neumann boundary conditions

 del w·n=yn_x-xn_y
(2)

on partialOmega. Here Delta is the Laplacian and del w is the gradient of w. The geometric multiplier is the double integral

 K=int_Omega[((partialw)/(partialx)-y)^2+((partialw)/(partialy)+x)^2]dA,
(3)

where dA=dxdy (Lipton 1998, pp. 87-89; Freddi et al. 2010). This formulation also applies to cross sections with holes, such as an annulus. For a slit disk, the Neumann boundary conditions apply on each bank with its own outward unit normal vector.

For a simply connected cross section, an equivalent formulation uses a function f satisfying

 Deltaf=-4
(4)

with zero Dirichlet boundary conditions on partialOmega. Then

 K=int_Omegaf(x,y)dA.
(5)

With holes, the boundary values of f need not all be zero (Freddi et al. 2010).

Values of K are known exactly only for a small number of cross sections, and as closed-form solutions for even fewer. The following table lists exact expressions and approximate values for some common shapes (Timoshenko and Goodier 1951, pp. 258-280; Roark 1954, pp. 174-179). Here, a>0 is the radius for circular cross sections and circular sectors, the side length for the equilateral triangle and square, and the equal leg length for the isosceles right triangle. For an annulus, a and b are the outer and inner radii with 0<b<a; for an ellipse, they are positive semiaxes; and for a rectangle, they are positive full side lengths. The exact expressions in the table use the convergent series

S_t(t)=sum_(n=1)^(infty)(tanh((pi(2n-1)t)/2))/((2n-1)^5)
(6)
S_c=sum_(n=1)^(infty)(coth((pi(2n-1))/2))/((2n-1)^5).
(7)

Here t>0. The table gives the full geometric multiplier K, so the physical torsional rigidity is GK. Timoshenko and Goodier (1951, p. 279) tabulate approximate coefficients calculated by Saint-Venant (1878ab) from the classical circular sector solution. The closed-form expressions in the table for the half-disk and slit disk were obtained by E. Weisstein (Aug. 27, 2010).

cross sectionK exactK approximateOEISreferences
annuluspi/2(a^4-b^4)1.570796...(a^4-b^4)A019669Roark (1954, p. 175)
circlepi/2a^41.570796...a^4A019669Roark (1954, p. 174)
ellipse(pia^3b^3)/(a^2+b^2)3.141592...(a^3b^3)/(a^2+b^2)A000796Timoshenko and Goodier (1951, pp. 263-265); Roark (1954, p. 174)
equilateral triangle(sqrt(3))/(80)a^40.021650...a^4A180317Timoshenko and Goodier (1951, pp. 265-267); Roark (1954, p. 175)
half-disk(pi/2-4/pi)a^40.297556...a^4A180310E. Weisstein (2010)
isosceles right triangle(1/(12)-(16S_c)/(pi^5))a^40.026089...a^4A180314Galerkin (1919)
quarter-disk(pi/6-(2ln2)/pi)a^40.082327...a^4A401616Timoshenko and Goodier (1951, pp. 278-280)
rectangle[1/3-(64a)/(pi^5b)S_t(b/a)]a^3baspect-ratio dependentTimoshenko and Goodier (1951, pp. 275-277)
slit disk(pi-(64)/(9pi))a^40.878055...a^4A180311E. Weisstein (2010)
square[1/3-(64S_t(1))/(pi^5)]a^40.140577...a^4A180309Timoshenko and Goodier (1951, pp. 275-277)

Exact series representations are known for the rectangle and square

K_(rectangle)=1/3[1-(192)/(pi^5)a/bsum_(n=1)^(infty)1/((2n-1)^5)tanh((pi(2n-1)b)/(2a))]a^3b
(8)
K_(square)=1/3[1-(192)/(pi^5)sum_(n=1)^(infty)1/((2n-1)^5)tanh((pi(2n-1))/2)]a^4
(9)

(Timoshenko and Goodier 1951, pp. 275-277), isosceles right triangle

 K_(isos. rt. tri.)=[1/(12)-(16)/(pi^5)sum_(n=1)^infty1/((2n-1)^5)coth((pi(2n-1))/2)]a^4
(10)

(Galerkin 1919, p. 116, correcting 1/2 to 1/12 in equation (18)).

Applying Ramanujan's transformation for hyperbolic cotangent sums (Berndt and Straub 2017, p. 6, equation (3.1)), with analytic continuation, gives

 S_c+4S_t(1)=(pi^5)/(64),
(11)

and hence the exact relation

 K_(square)+K_(isos. rt. tri.)=1/6a^4,
(12)

where the square has side length a and the isosceles right triangle has equal legs of length a.

A faster convergent series is obtained by putting

 L_5=sum_(n=1)^infty1/(n^5(e^(2pin)-1)) approx 0.0018710456053...
(13)

(OEIS A255702) and writing

K_(square)=[5/(63)+(18)/(pi^5)[zeta(5)+2L_5]]a^4
(14)
K_(isos. rt. tri.)=[(11)/(126)-(18)/(pi^5)[zeta(5)+2L_5]]a^4,
(15)

where zeta is the Riemann zeta function. These are series representations, with exponentially decaying summands in L_5.

For a circular sector, the solution is

 K_(circ. sector)=int_0^aint_(-alpha/2)^(alpha/2)f(r,psi)rdpsidr,
(16)

where (r,psi) are polar coordinates, a>0, 0<alpha<=2pi, and

 f(r,psi)=-r^2[1-(cos(2psi))/(cosalpha)]+(16a^2alpha^2)/(pi^3)sum_(n=1,3,5,...)(-1)^((n+1)/2)(r/a)^(npi/alpha)(cos((npipsi)/alpha))/(n(n+(2alpha)/pi)(n-(2alpha)/pi))
(17)

(Dinnik; Saint-Venant 1878ab, Greenhill 1879, Föppl and Föppl 1928; Timoshenko and Goodier 1951, pp. 278-280). Here r is the radial coordinate, and a is the fixed outer radius. The first term has Laplacian -4, and the remaining series is a harmonic function. The separated expression for f is interpreted by continuous limits at alpha=pi/2 and alpha=3pi/2. At alpha=2pi, the cross section is a slit disk formed by cutting a disk along one radius from its center to its circumference. The two sides of the cut remain separate free edges. The ideal slit has zero area, but changes the boundary conditions; its multiplier [pi-64/(9pi)]a^4 is therefore smaller than the uncut disk multiplier (pi/2)a^4.

Integrating the circular sector solution gives the finite expression

 K_(circ. sector)=[alpha/4+alpha/(2pi^2)psi_1(1/2+alpha/pi)-(psi_0(1/2+alpha/pi)-psi_0(1/2))/pi]a^4,
(18)

where psi_0 is the digamma function and psi_1 is the trigamma function. This formula is valid for 0<alpha<=2pi, including the resonant values above. At alpha=pi/2, pi, and 2pi, it reduces to the elementary quarter-disk, half-disk, and slit disk expressions.

For a quarter-disk, integrating the circular sector solution at opening angle alpha=pi/2 gives

K_(quarter-disk)=1/pisum_(m=0)^(infty)1/((2m+1)^2(2m+2)^2)a^4
(19)
=(pi/6-(2ln2)/pi)a^4,
(20)

as given in the table above.

The circular sector series for f(r,psi) can be written using a generalized hypergeometric function (Cetinkaya et al. 1996, p. 7). Put q=alpha/pi and

 Z=(r/a)^(pi/alpha)e^((ipipsi)/alpha),
(21)

and define

 H_q(z)=_4F_3[1,1/2,1/2+q,1/2-q; 3/2,3/2+q,3/2-q;z].
(22)

Then

 f(r,psi)=-r^2[1-(cos(2psi))/(cosalpha)]-(16a^2alpha^2)/(pi^3(1-4q^2))Re[ZH_q(-Z^2)].
(23)

Here 0<r<=a and |psi|<=alpha/2. The complete expression for f is extended to the exceptional angles specified above and to r=0 by continuous limits.

A sharp lower bound involves distance to the boundary of a convex domain. Let u solve -Deltau=1 in a bounded open convex set Omega subset R^d, d>=2, with zero Dirichlet boundary conditions, and put T(Omega)=4int_Omegau(x)dx. Perelmuter (2026) proved

 T(Omega)>=(2(d+1))/dint_Omegadist(x,partialOmega)^2dx.
(24)

Here partialOmega denotes the boundary of Omega, and dist(x,partialOmega)=inf_(y in partialOmega)||x-y||_2 is the distance from x to that boundary, measured with the Euclidean norm ||·||_2. Balls attain equality. In dimension two, this normalization of T(Omega) equals the geometric multiplier K above, rather than the rigidity GK.


See also

Area Moment of Inertia, Radius of Gyration, Slit Disk

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References

Baksa, A. "Saint-Venant Torsion of a Functionally Graded Circular Bar with a Radial Slit." J. Theor. Appl. Mech. 50, 83-101, 2020. https://doi.org/10.7546/JTAM.50.20.01.08.Berndt, B. C. and Straub, A. "Ramanujan's Formula for zeta(2n+1)." 11 Jan 2017. https://arxiv.org/abs/1701.02964.Cetinkaya, C.; Keady, G.; and Triulzi, A. "Mathematica, Packs for Mechanical Engineers-and the Elastic Torsion Problem." Dec. 16, 1996. https://citeseerx.ist.psu.edu/document?doi=7d06983eb0b408c0fafa5f8bba782549fa5a2587&repid=rep1&type=pdf.Dinnik, A. Bull. Don. Polytech. Inst. Vovotcherkassk 1, 309.Föppl, A. and Föppl, L. Drang und Zwang. Munich, Germany: Oldenbourg, p. 96, 1928.Freddi, L.; Murat, F.; and Paroni, R. "Saint-Venant's Theory for Beams with Multi-Connected Cross-Section: Justification and Error Estimate." Asymptot. Anal. 70, 177-197, 2010. https://doi.org/10.3233/ASY-2010-1013.Galerkin, B. G. "Torsion of a Triangular Prism." Izv. Ross. Akad. Nauk, Ser. 6 13, 111-118, 1919. https://www.mathnet.ru/eng/im5800.Greenhill, A. G. "Fluid Motion in a Rotating Rectangle, Formed by Two Concentric Circular Arcs and Two Radii." Messenger Math. 9, 35-39, 1879.Lipton, R. "Optimal Fiber Configurations for Maximum Torsional Rigidity." Arch. Rational Mech. Anal. 144, 79-106, 1998. https://doi.org/10.1007/s002050050113.Perelmuter, M. A. "A Sharp Lower Bound for Torsional Rigidity of Convex Domains." 29 Oct 2026. https://arxiv.org/abs/2610.39666.Roark, R. J. Formulas for Stress and Strain, 3rd ed. New York: McGraw-Hill, 1954.Saint-Venant, A.-J.-C. B. de. "Sur la torsion des prismes à base mixtiligne et sur une singularité que peuvent offrir certains emplois de la coordonnée logarithmique du système cylindrique isotherme de Lamé." C. R. Acad. Sci. Paris 87, 849-854, 1878a.Saint-Venant, A.-J.-C. B. de. "Exemples du calcul de la torsion de prismes à base mixtiligne." C. R. Acad. Sci. Paris 87, 893-899, 1878b.Sloane, N. J. A. Sequences A000796, A019669, A180309, A180310, A180311, A180314, A180317, A255702, and A401616 in "The On-Line Encyclopedia of Integer Sequences."Timoshenko, S. and Goodier, J. N. Theory of Elasticity, 2nd ed. New York: McGraw-Hill, 1951.

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Torsional Rigidity

Cite this as:

Weisstein, Eric W. "Torsional Rigidity." From MathWorld--A Wolfram Resource. https://mathworld.wolfram.com/TorsionalRigidity.html

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