The scaled flexibility matrix method for the efficient solution of boundary value problems in 2D and 3D layered elastic media
By Anthony Peirce, E. Siebrits. 2001
48 citations recorded by the source corpus.
Subfields: Computational Mechanics, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/63a3453a73fed2d0832c02bb95e2f4b8abf95281
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Computational Mechanics
- Anthony Peirce
- Elizaveta Gordeliy
- Emmanuel Detournay
- J. Adachi
- E. Dontsov
- Thomas Wick
- Mary F. Wheeler
- Sanghyu Lee
In Mechanics of Materials
- Anthony Peirce
- Elizaveta Gordeliy
- Emmanuel Detournay
- J. Adachi
- E. Siebrits
- E. Dontsov
- Thomas Wick
- Mary F. Wheeler
Citations in the corpus
- Analysis of the classical pseudo-3D model for hydraulic fracture with equilibrium height growth across stress barriers (2010, methodology): “A semi-analytic approach to this problem [15, 16, 36] involves the use of the Fourier transform to convert the elastic equilibrium partial differential equations to a system of ordinary differential equations, which can be solved analytically in each layer.”
- Modeling multi-scale processes in hydraulic fracture propagation using the implicit level set algorithm (2015, methodology): “The assumption that E and ν are homogeneous is not trivial to relax (see for example [29, 30, 37]), however we do assume a rectangular Eulerian grid on which an efficient multi-layer algorithm can be implemented without revising the algorithm presented in this paper by merely replacing the Green’s f”
- Computer simulation of hydraulic fractures (2007, background): “If boundary integral schemes are employed, the 3D layered reservoir is assumed to be linear elastic, and the discretized equations (in the case of a PL3D model) can be rigorously reduced to a planar system of elements covering the fracture footprint [59,60].”
- Enrichment strategies and convergence properties of the XFEM for hydraulic fracture problems (2015, background): “For the latter host rock, a boundary integral formulation of the elasticity problem is the most efficient numerical scheme, which has enjoyed considerable development [18–25].”
- An implicit level set method for modeling hydraulically driven fractures (2008, methodology): “The assumption that E and m are homogeneous is not trivial to relax (see for example [30–32]), however we do assume a rectangular Eulerian grid on which an efficient multilayer algorithm can be implemented without revising the algorithm presented in this paper.”