Enriched meshless manifold method for two-dimensional crack modeling
By Shucai Li, Yumin Cheng. 2005
113 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/d1e1235348c427879bc75e3ff16448b13cddac0d
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In Civil and Structural Engineering
In Mechanics of Materials
Citations in the corpus
- Numerical Simulation of Crack Growth and Coalescence in Rock-Like Materials Containing Multiple Pre-existing Flaws (2015, background): “1999), and extended by various researchers to address crack problems (Li et al. 2005; Ma et al. 2009; Zhang et al. 2010a; Wu and Wong 2012, 2013) and failure of rock slopes involving cracking (Zhang et al.”
- The MLS-based numerical manifold method with applications to crack analysis (2014, background): “…with d = 3, (35) which is also the choice in this study; and quadratic complete monomials pT (z) = (1, x, y, x2, xy, y2) , with d = 6, (36) or even more complicated items that can reflect the local behaviors of solution, as in Barbieri et al. (2012), Li and Cheng (2005), and Fleming et al. (1997).”