𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Self-similar solution of the plane problem of the evolution of a hydraulic fracture crack in an elastic medium

✍ Scribed by E.V. Teodorovich


Publisher
Elsevier Science
Year
2010
Tongue
English
Weight
238 KB
Volume
74
Category
Article
ISSN
0021-8928

No coin nor oath required. For personal study only.

✦ Synopsis


The plane problem of the evolution of a hydraulic fracture crack in an elastic medium is considered. It is established that a self-similar solution is only possible at a constant rate of fluid injection. The solution for the value of the crack opening is presented in the form of a series expansion in Chebyshev polynomials of the second kind, and expansion coefficients are obtained as a solution of the algebraic set of equations which arise when projecting the balance equation for injected fluid mass on Chebyshev polynomials. When there is no part of the region unfilled with fluid (a fluid lag), the gradient of the crack opening at the crack tip turns out to be singular when the finiteness of the medium stress intensity factor is taken into account. According to the estimate made, the rate of convergence of the series expansion for the solution in Chebyshev polynomials is fairly rapid for a small injection intensity.


πŸ“œ SIMILAR VOLUMES


Similarity and dimensional analysis in t
✍ A.Kh. Pergament; D.A. Ul’kin πŸ“‚ Article πŸ“… 2010 πŸ› Elsevier Science 🌐 English βš– 272 KB

The problem of the growth of a vertical hydraulic fracture crack in an unbounded elastic medium under the pressure produced by a viscous incompressible fluid is studied qualitatively and by numerical methods. The fluid motion is described in the approximation of lubrication theory. Near the crack ti

The numerical solution of crack problems
✍ N.I. Ioakimidis πŸ“‚ Article πŸ“… 1980 πŸ› Elsevier Science 🌐 English βš– 660 KB

Ah&set-The direct quadrature method of numerical solution of Cauchy type singular integral equations encountered in plane elasticity crack problems is applied to the case where the loading distribution along the crack edges presents jump discontiouities. This is made by using a well-known modificati