2009
DOI: 10.1002/nme.2670
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Immersed particle method for fluid–structure interaction

Abstract: SUMMARYA method for treating fluid-structure interaction of fracturing structures under impulsive loads is described. The coupling method is simple and does not require any modifications when the structure fails and allows fluid to flow through openings between crack surfaces. Both the fluid and the structure are treated by meshfree methods. For the structure, a Kirchhoff-Love shell theory is adopted and the cracks are treated by introducing either discrete (cracking particle method) or continuous (partition o… Show more

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Cited by 365 publications
(111 citation statements)
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“…Numerical simulation [17][18][19][20][21][22][23][24][25][26][27][28] would avoid some of the randomness in laboratory experiments and could reflect the effect of critical parameters on hydraulic fracturing characteristics. Many works have been carried out to investigate the influence of some important parameters on hydraulic fracturing by numerical simulation.…”
Section: Introductionmentioning
confidence: 99%
“…Numerical simulation [17][18][19][20][21][22][23][24][25][26][27][28] would avoid some of the randomness in laboratory experiments and could reflect the effect of critical parameters on hydraulic fracturing characteristics. Many works have been carried out to investigate the influence of some important parameters on hydraulic fracturing by numerical simulation.…”
Section: Introductionmentioning
confidence: 99%
“…Nevertheless, this approach can lead to ill-conditioning if the elements cut by the boundary are too small, and the accuracy of the method is typically limited by the approximate geometry representation. Another related method is the Immersed Particle Method [26], which is based on the same concept as IFEM but has been developed for modelling fluid-structure interaction. In [36], a surface reconstruction from scanned image using B-spline is presented.…”
Section: Introductionmentioning
confidence: 99%
“…Many models in early stages, such as Perkins-Kern (PK) model [3], Perkins-Kern-Nordgren (PKN) model [4], Khristianovich-Geertsma-Deklerk (KGD) mode [5], pseudo-3D models, and planar-3D models [6], cannot be used in simulating the propagation of complex fracture network. To meet the need of hydraulic fracturing design, many numerical models, such as the finite element method [7], extended finite element method [8], discrete element method [2] and mesh less method [9][10][11][12][13][14] have been developed in recent years. For example, Zhuang and Rabczuk et al [12][13][14] proposed a meshless method that is able to treat the nucleation of fractures and complex patterns involving fracture processes may not be the same because the fractures that have been created or reopened during fluid injection may partially close during production after fluid pressure dissipates [37].…”
Section: Introductionmentioning
confidence: 99%