Application of Particle Methods to Static Fracture of Reinforced Concrete Structures

By Timon Rabczuk, Ted Belytschko. 2006

247 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Computational Mechanics, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/03c5516424419b4326c4b6c8f369f07c17fc1e08

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

1. Hung Nguyen-Xuan
2. Stéphane P.A. Bordas
3. Timon Rabczuk
4. N. Nguyen‐Thanh
5. Xiaoying Zhuang
6. Trung Nguyen-Thoi
7. Charles E. Augarde
8. Goangseup Zi

In Computational Mechanics

1. Hung Nguyen-Xuan
2. Timon Rabczuk
3. Stéphane P.A. Bordas
4. N. Nguyen‐Thanh
5. Trung Nguyen-Thoi
6. Xiaoying Zhuang
7. Guirong Liu
8. Charles E. Augarde

In Mechanics of Materials

1. Hung Nguyen-Xuan
2. Timon Rabczuk
3. Stéphane P.A. Bordas
4. N. Nguyen‐Thanh
5. Trung Nguyen-Thoi
6. Guirong Liu
7. Xiaoying Zhuang
8. Charles E. Augarde

Citations in the corpus

• A geometrically non-linear three-dimensional cohesive crack method for reinforced concrete structures (2008, unknown): “proved signicantly in comparison to the ones in [ 30 ] that used a geometrical”
• Isogeometric analysis using polynomial splines over hierarchical T-meshes for two-dimensional elastic solids (2011, methodology): “Note that adaptive FEs are defined over hierarchical T-meshes and therefore, efficient refinement strategies can be adopted from the FE literature [24–28].”