Hadamard regularization

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Template:Renormalization and regularization In mathematics, Hadamard regularization (also called Hadamard finite part or Hadamard's partie finie) is a method of regularizing divergent integrals by dropping some divergent terms and keeping the finite part, introduced by Jacques Hadamard (1923, book III, chapter I, 1932). Marcel Riesz (1938, 1949) showed that this can be interpreted as taking the meromorphic continuation of a convergent integral.

Description

If the Cauchy principal value integral 𝒞abf(t)txdt(for a<x<b) exists, then it may be differentiated with respect to Template:Mvar to obtain the Hadamard finite part integral as follows: ddx(𝒞abf(t)txdt)=abf(t)(tx)2dt(for a<x<b).

Note that the symbols 𝒞 and are used here to denote Cauchy principal value and Hadamard finite-part integrals respectively.

The Hadamard finite part integral above (for a < x < bScript error: No such module "Check for unknown parameters".) may also be given by the following equivalent definitions: abf(t)(tx)2dt=limε0+{axεf(t)(tx)2dt+x+εbf(t)(tx)2dtf(x+ε)+f(xε)ε}, abf(t)(tx)2dt=limε0+{ab(tx)2f(t)((tx)2+ε2)2dtπf(x)2εf(x)2(1bx1ax)}.

The definitions above may be derived by assuming that the function f (t)Script error: No such module "Check for unknown parameters". is differentiable infinitely many times at t = x for a < x < bScript error: No such module "Check for unknown parameters"., that is, by assuming that f (t)Script error: No such module "Check for unknown parameters". can be represented by its Taylor series about t = xScript error: No such module "Check for unknown parameters".. For details, see Ang (2013). (Note that the term Template:Sfrac(Template:SfracTemplate:Sfrac)Script error: No such module "Check for unknown parameters". in the second equivalent definition above is missing in Ang (2013) but this is corrected in the errata sheet of the book.)

Integral equations containing Hadamard finite part integrals (with f (t)Script error: No such module "Check for unknown parameters". unknown) are termed hypersingular integral equations. Hypersingular integral equations arise in the formulation of many problems in mechanics, such as in fracture analysis.

Example

Consider the divergent integral 111t2dt=(lima01a1t2dt)+(limb0+b11t2dt)=lima0(1a1)+limb0+(1+1b)=+ Its Cauchy principal value also diverges since 𝒞111t2dt=limε0+(1ε1t2dt+ε11t2dt)=limε0+(1ε11+1ε)=+ To assign a finite value to this divergent integral, we may consider 111t2dt=111(tx)2dt|x=0=ddx(𝒞111txdt)|x=0 The inner Cauchy principal value is given by 𝒞111txdt=limε0+(1ε1txdt+ε11txdt)=limε0+(ln|ε+x1+x|+ln|1xεx|)=ln|1x1+x| Therefore, 111t2dt=ddx(ln|1x1+x|)|x=0=2x21|x=0=2 Note that this value does not represent the area under the curve y(t) = 1/t2Script error: No such module "Check for unknown parameters"., which is clearly always positive. However, it can be seen where this comes from. Recall the Cauchy principal value of this integral, when evaluated at the endpoints, took the form limε0+(1ε11+1ε)=+

If one removes the infinite components, the pair of 1ε terms, that which remains is limε0+(11)=2

which equals the value derived above.

References

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