AbstractThis paper proposes an original decomposition approach to the upper bound method of limit analysis. It is based on a mixed finite element approach and on a convex interior point solver, using linear or quadratic discontinuous velocity fields. Presented in plane strain, this method appears to be rapidly convergent, as verified in the Tresca compressed bar problem in the linear velocity case. Then, using discontinuous quadratic velocity fields, the method is applied to the celebrated problem of the stability factor of a Tresca vertical slope: the upper bound is lowered to 3.7776–value to be compared to the best published lower bound 3.7752–by succeeding in solving a nonlinear optimization problem with millions of variables and constra...
15, 257, 69 pages : illustrations ; 30 cmPolyU Library Call No.: [THS] LG51 .H577P CEE 2014 LiStabil...
The classical lower and upper bound theorems allow the exact limit load for a perfectly plastic stru...
Stability and deformation problems in geotechnical engineering are boundary value problems: differen...
This paper proposes an original decomposition approach to the upper bound method of limit analysis. ...
International audienceThis paper proposes an original decomposition approach to the upper bound meth...
This paper proposes an original decomposition approach to the upper bound method of limit analysis. ...
AbstractThis paper proposes an original decomposition approach to the upper bound method of limit an...
International audienceA general decomposition approach for the static method of limit analysis is pr...
In this paper, the development and application of a new upper bound limit method for two- and three-...
A new method for computing rigorous upper bounds on the limit loads for one-, two- and three-dimensi...
The traditional approach for assessing the stability of slopes is using limit equilibrium methods. R...
The development and application of a new upper limit method for 2D and 3D slope stability problems a...
A robust algorithm is developed to solve plane strain limit analysis problems by means of the lower ...
This paper uses numerical finite element upper and lower bound limit analysis to produce stability c...
In geomechanics, limit analysis provides a useful method for assessing the capacity of structures su...
15, 257, 69 pages : illustrations ; 30 cmPolyU Library Call No.: [THS] LG51 .H577P CEE 2014 LiStabil...
The classical lower and upper bound theorems allow the exact limit load for a perfectly plastic stru...
Stability and deformation problems in geotechnical engineering are boundary value problems: differen...
This paper proposes an original decomposition approach to the upper bound method of limit analysis. ...
International audienceThis paper proposes an original decomposition approach to the upper bound meth...
This paper proposes an original decomposition approach to the upper bound method of limit analysis. ...
AbstractThis paper proposes an original decomposition approach to the upper bound method of limit an...
International audienceA general decomposition approach for the static method of limit analysis is pr...
In this paper, the development and application of a new upper bound limit method for two- and three-...
A new method for computing rigorous upper bounds on the limit loads for one-, two- and three-dimensi...
The traditional approach for assessing the stability of slopes is using limit equilibrium methods. R...
The development and application of a new upper limit method for 2D and 3D slope stability problems a...
A robust algorithm is developed to solve plane strain limit analysis problems by means of the lower ...
This paper uses numerical finite element upper and lower bound limit analysis to produce stability c...
In geomechanics, limit analysis provides a useful method for assessing the capacity of structures su...
15, 257, 69 pages : illustrations ; 30 cmPolyU Library Call No.: [THS] LG51 .H577P CEE 2014 LiStabil...
The classical lower and upper bound theorems allow the exact limit load for a perfectly plastic stru...
Stability and deformation problems in geotechnical engineering are boundary value problems: differen...