Unstructured polygonal meshes with adaptive refinement for the numerical simulation of dynamic cohesive fracture
By Daniel W. Spring, Sofie E. Leon, Glaucio H. Paulino. International Journal of Fracture, 2014
59 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials, Safety, Risk, Reliability and Quality
View Paper: https://www.semanticscholar.org/paper/1f971cd95277efb300d41caffabd937e8c0f77eb
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- E. Ooi
- Sundararajan Natarajan
- Francis Tin-Loi
- Chongmin Song
- L. Beirão da Veiga
- Heng Chi
- Glaucio H. Paulino
- Stéphane P.A. Bordas
In Mechanics of Materials
- E. Ooi
- Sundararajan Natarajan
- Francis Tin-Loi
- Chongmin Song
- L. Beirão da Veiga
- Glaucio H. Paulino
- Heng Chi
- Gianmarco Manzini
Citations in the corpus
- Some basic formulations of the virtual element method (VEM) for finite deformations (2017, background): “For instance, polygonal and polyhedral finite elements have been shown to better capture crack propagation and branching in computational fracture simulations [1, 2, 3, 4], to produce numerically stable results in topology optimization [5, 6, 7] and fluid mechanics [8], and to better model contact [”
- Crack propagation modelling in functionally graded materials using scaled boundary polygons (2015, methodology): “When modelling crack propagation in the context of pre-inserting cohesive elements, unstructured polygon meshes resulted no bias in the predicted the crack propagation paths (Spring et al. 2014; Leon et al. 2014).”