Lagrangian Meshfree Formulation for Analysis of Geotechnical Materials

By Cheng‐Tang Wu, Jiun-Shyan Chen, L. Chi, F. Huck. 2001

50 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/2414243c41b0385ec37f9964e1113c0515e6c415

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. S. Dolarević
2. Adnan Ibrahimbegovic

In Mechanics of Materials

1. S. Dolarević
2. Adnan Ibrahimbegovic
3. Julien Yvonnet
4. Qi-Chang He

Citations in the corpus

• A modified three-surface elasto-plastic cap model and its numerical implementation (2007, methodology): “analyses [5,20] it is shown that the computed failure load is close to the Prandtl’s solution for chosen hardening parameters.”
• Meshfree Methods: Progress Made after 20 Years (2017, unknown): “…of hyperelastic materials and rubber (Chen and Wu 1997; Chen et al. 1997, 2000c, e), metal forming (Chen and Wang 2000a, b; Chen et al. 1998a, c; Wang et al. 2014; Yoon and Chen 2002; Yoon et al. 2001), and geomechanics problems (Wu et al. 2001), among others, showing robustness over FEM.”