A Meshfree Thin Shell for Arbitrary Evolving Cracks Based on An Extrinsic Basis
By Timon Rabczuk, Pedro Areias. 2006
191 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Computational Mechanics, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/cfd6ca261b653d4975cbadc6a3b7e2ec0845e6cf
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
- Hung Nguyen-Xuan
- Stéphane P.A. Bordas
- Timon Rabczuk
- Guirong Liu
- Pierre Kerfriden
- R. Simpson
- Lei Chen
- Nam Vu-Bac
In Computational Mechanics
- Stéphane P.A. Bordas
- Hung Nguyen-Xuan
- Timon Rabczuk
- Trung Nguyen-Thoi
- Guirong Liu
- Pierre Kerfriden
- Lei Chen
- Xiaoying Zhuang
In Mechanics of Materials
- Stéphane P.A. Bordas
- Timon Rabczuk
- Hung Nguyen-Xuan
- Trung Nguyen-Thoi
- Guirong Liu
- Lei Chen
- Pierre Kerfriden
- Xiaoying Zhuang
Citations in the corpus
- A Node-Based Smoothed eXtended Finite Element Method (NS-XFEM) for Fracture Analysis (2011, methodology): “…the meshfree method has been successful in modeling static and dynamic fracture in 2-dimensions and 3-dimensions performed in [Rabczuk and Belytschko (2004); Rabczuk and Areias (2006); Rabczuk and Eilb (2006); Rabczuk and Belytschko (2007); Rabczuk and Bordas (2007); Rabczuk and Samaniego (2008)].”
- Meshfree Methods: Progress Made after 20 Years (2017, unknown): “Motivated by wavelet analysis, Liu, Jun, and Zhang (Liu et al. 1995b) introduced the reproducing kernel particle method (RKPM) based on the reproducing kernel (RK) approximation around the same time as the EFG method was proposed (Fig.”