Adaptive element-free Galerkin method applied to the limit analysis of plates

By C. Le, H. Askes, Matthew Gilbert. 2010

57 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/96d6f5cebd27b59e428c5483b0993b97bad59b89

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. Stéphane P.A. Bordas
2. Hung Nguyen-Xuan
3. Timon Rabczuk
4. H. Nguyen-Vinh
5. C. Le
6. H. Askes
7. Xiaoying Zhuang
8. Trung Nguyen-Thoi

In Mechanics of Materials

1. Hung Nguyen-Xuan
2. Timon Rabczuk
3. Stéphane P.A. Bordas
4. Trung Nguyen-Thoi
5. C. Le
6. H. Askes
7. Guirong Liu
8. N. Nguyen‐Thanh

In Safety, Risk, Reliability and Quality

1. Timon Rabczuk
2. Stéphane P.A. Bordas
3. Hung Nguyen-Xuan
4. C. Le
5. H. Askes
6. Xiaoying Zhuang
7. Ted Belytschko
8. Yongtao Yang

Citations in the corpus

• A cell‐based smoothed finite element method for kinematic limit analysis (2010, methodology): “The SCNI scheme has been applied successfully to various problems, for instance, elastic analysis [12–14], plastic limit analysis [15], error estimation [16] and a stabilized mesh-free equilibrium model for limit analysis [17].”