A new discontinuous upper bound limit analysis formulation
By Kristian Krabbenhøft, Andrei Lyamin, Mohammed Hjiaj, Scott W. Sloan. 2005
357 citations recorded by the source corpus.
Subfields: Mechanics of Materials, Safety, Risk, Reliability and Quality, Statistics and Probability
View Paper: https://www.semanticscholar.org/paper/df0af29d0612cd8b27f39cef6cd878177a050589
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Mechanics of Materials
- Hung Nguyen-Xuan
- Timon Rabczuk
- Trung Nguyen-Thoi
- N. Nguyen‐Thanh
- C. Le
- H. Askes
- Stéphane P.A. Bordas
- Matthew Gilbert
In Safety, Risk, Reliability and Quality
- A. Makrodimopoulos
- C. Le
- H. Askes
- Hung Nguyen-Xuan
- Matthew Gilbert
- C. Martin
- Javier Bonet
- Jaime Peraire
In Statistics and Probability
- Hung Nguyen-Xuan
- A. Makrodimopoulos
- C. Le
- Matthew Gilbert
- H. Askes
- C. Martin
- Andrei Lyamin
- Antonio Tralli
Citations in the corpus
- A non‐linear programming method approach for upper bound limit analysis (2007, methodology): “Present method Discontinuous formulation [32] Mohr–Coulomb Drucker–Prager Mohr–Coulomb Drucker–Prager (deg.”
- Limit analysis of masonry vaults by means of curved shell finite elements and homogenization (2008, background): “Blue: three-noded point of the interface) can be obtained from Shom exploiting the procedure recommended by Krabbenhoft et al. (2005), and the reader is referred there for further details.”
- Three-dimensional Mohr-Coulomb limit analysis using semidefinite programming (2007, background): “Some possible stress-based finite-element discretizations leading to rigorous upper-bound solutions are discussed in [7, 18].”
- 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 analysis solutions for three dimensional undrained slopes (2009, methodology): “[18] provide a useful method for dealing with the problems of slope stability.”
- Upper and lower bounds in limit analysis: Adaptive meshing strategies and discontinuous loading (2009, background): “Vertical cut Figure 11 depicts the geometry and boundary conditions of this problem, which has been also analysed in [7, 17, 23] discretized with uniform meshes, and in [18, 22] using adaptive remeshing.”