Limit analysis of plates and slabs using a meshless equilibrium formulation

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

54 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/15ed1f876a0cfd4439465a16b4a609e3afab7312

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. C. Le
5. H. Askes
6. H. Nguyen-Vinh
7. Matthew Gilbert
8. Xiaoying Zhuang

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. Matthew Gilbert

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].”
• Adaptive element-free Galerkin method applied to the limit analysis of plates (2010, methodology): “using finite element [1–7] or meshless [8–10] methods), semi-continuous [11] or truly discontinuous [12] representations of the relevant field variables.”