Application of discontinuity layout optimization to plane plasticity problems
By Colin C. Smith, Matthew Gilbert. Proceedings of the Royal Society A, 2007
219 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Safety, Risk, Reliability and Quality
View Paper: https://www.semanticscholar.org/paper/08430119b9d9f6a022ebf483e9e25e5ae0010260
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
- Hung Nguyen-Xuan
- Stéphane P.A. Bordas
- Timon Rabczuk
- Trung Nguyen-Thoi
- N. Nguyen‐Thanh
- C. Le
- H. Askes
- H. Nguyen-Vinh
In Safety, Risk, Reliability and Quality
- Timon Rabczuk
- Hung Nguyen-Xuan
- C. Le
- H. Askes
- Stéphane P.A. Bordas
- Ben A. Leshchinsky
- S. Ambauen
- Trung Nguyen-Thoi
Citations in the corpus
- Computation of limit and shakedown loads using a node‐based smoothed finite element method (2012, background): “Therefore, various numerical methods that involve continuous, semi-continuous [38] or truly discontinuous [39, 40] approximations of the relevant fields have been developed.”
- 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.”
- Limit Equilibrium and Limit Analysis: Comparison of Benchmark Slope Stability Problems (2015, methodology): “To further verify the applicability of Limit Analysis with DLO in a practical sense, especially in context of complex problems, this study compares the critical failure surfaces determined from limit equilibrium analyses performed by Baker (1980), which used a dynamic programming optimization algori”
- A cell‐based smoothed finite element method for kinematic limit analysis (2010, background): “Since the collapse mechanism is not unique, the punch problem has been solved using continuous [1, 4], semicontinuous [9] or truly discontinuous [59] representations of the velocity field.”