A geometrically non-linear three-dimensional cohesive crack method for reinforced concrete structures
By Timon Rabczuk, Goangseup Zi, Stéphane P.A. Bordas, Hung Nguyen-Xuan. 2008
323 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Computational Mechanics, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/e4ca1d4abf17f6bea602729f67483049199dd1bc
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
- Xiaoying Zhuang
- Shuwei Zhou
- Timon Rabczuk
- Stéphane P.A. Bordas
- Charles E. Augarde
- Hong Zheng
- Goangseup Zi
- Hung Nguyen-Xuan
In Computational Mechanics
- Xiaoying Zhuang
- Shuwei Zhou
- Timon Rabczuk
- Stéphane P.A. Bordas
- Ted Belytschko
- Charles E. Augarde
- Hung Nguyen-Xuan
- Goangseup Zi
In Mechanics of Materials
- Shuwei Zhou
- Xiaoying Zhuang
- Timon Rabczuk
- Stéphane P.A. Bordas
- Charles E. Augarde
- Trung Nguyen-Thoi
- Hong Zheng
- Ted Belytschko
Citations in the corpus
- Phase field modeling of quasi-static and dynamic crack propagation: COMSOL implementation and case studies (2018, background): “Another common option to model cracks is the so-called cohesive elements [15–17] that allow displacement jumps on element boundaries and cracks are therefore restricted to penetrate along the corresponding element edges.”
- A meshless sub-region radial point interpolation method for accurate calculation of crack tip fields (2014, unknown): “Recently, much effort has been directed towards the application of meshless methods to crack problems to overcome the difficulties in traditional numerical methods such as meshless methods for dynamic problem, 2D fracture modelling [9–18], 3D fracture modelling [19,38–41], fluid structure integratio”