2013
DOI: 10.1155/2013/978026
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A Phantom-Node Method with Edge-Based Strain Smoothing for Linear Elastic Fracture Mechanics

Abstract: This paper presents a novel numerical procedure based on the combination of an edge-based smoothed finite element (ES-FEM) with a phantom-node method for 2D linear elastic fracture mechanics. In the standard phantom-node method, the cracks are formulated by adding phantom nodes, and the cracked element is replaced by two new superimposed elements. This approach is quite simple to implement into existing explicit finite element programs. The shape functions associated with discontinuous elements are similar to … Show more

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Cited by 96 publications
(28 citation statements)
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“…The interaction forces between SPH particles and DEM particles follow Eq. (34). The density and the pressure for DEM particles stay unchanged at all times, and only their velocity and position evolve with time.…”
Section: Methodsmentioning
confidence: 98%
See 1 more Smart Citation
“…The interaction forces between SPH particles and DEM particles follow Eq. (34). The density and the pressure for DEM particles stay unchanged at all times, and only their velocity and position evolve with time.…”
Section: Methodsmentioning
confidence: 98%
“…Phantom-Node method [34] was also incorporated into FEM through integration of overlapped elements in order to handle crack kinematics, but the crack-tip enrichment is still challenging and its flexibility is comprised when crack growth is the only focus. Therefore coupling FEM with SPH for modelling fluid induced structural failure during the FSI process would become even more challenging.…”
Section: Accepted Manuscriptmentioning
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%
“…To get a better understanding of the proposed methodology, we consider a well studied benchmark example of 2D solid under plane stress state [51,52]. The plane is a square of edge length L = 1 mm, under pure tension with initial crack (see sketch in Fig.…”
Section: Single Edge Notch Tensilementioning
confidence: 99%