The mechanical properties of natural materials such as rocks and soils vary spatially. This randomness is usually modelled by random field theory so that the material properties can be specified at each point in space. When these point-wise material properties are mapped onto a finite element mesh, discretization errors are inevitable. In this study, the discretization errors are studied and suggestions for element sizes in relation with spatial correlation lengths are given
This thesis, done in collaboration with Cenaero, contributes to the MACOBIO project. It develops a n...
With more advanced methods and increasing computational power, the simulation of reinforced concrete...
It is important to account for inherent variability in the material properties in the design and ana...
The mechanical properties of soils and rocks can be highly variable, and there has recently been a g...
In random finite element analysis (RFEA), continuous random fields must be discretized. The critical...
Abstract – This paper aims to apply a new methodology in bearing capacity analysis, often referred t...
In recent years many methods, both probabilistic and non-probabilistic, were developped to deal with...
The material point method is a finite element variant which allows the material, represented by a po...
Two types of conventional methods are used for slope stability analysis in practise. The first type ...
International audienceApparent properties of random structures may be estimated by homogenization fr...
The composite nature of a wood continuum prevents one from extrapolating the results of laboratory t...
This paper discusses the application of interval fields for the analysis of uncertain mechanical str...
The material point method is a finite element variant which allows the material, represented by a po...
This paper presents the results of probabilistic analyses in slope stability problems using the Rand...
In recent time it has be recognised that capturing the spatial variability of mechanical properties ...
This thesis, done in collaboration with Cenaero, contributes to the MACOBIO project. It develops a n...
With more advanced methods and increasing computational power, the simulation of reinforced concrete...
It is important to account for inherent variability in the material properties in the design and ana...
The mechanical properties of soils and rocks can be highly variable, and there has recently been a g...
In random finite element analysis (RFEA), continuous random fields must be discretized. The critical...
Abstract – This paper aims to apply a new methodology in bearing capacity analysis, often referred t...
In recent years many methods, both probabilistic and non-probabilistic, were developped to deal with...
The material point method is a finite element variant which allows the material, represented by a po...
Two types of conventional methods are used for slope stability analysis in practise. The first type ...
International audienceApparent properties of random structures may be estimated by homogenization fr...
The composite nature of a wood continuum prevents one from extrapolating the results of laboratory t...
This paper discusses the application of interval fields for the analysis of uncertain mechanical str...
The material point method is a finite element variant which allows the material, represented by a po...
This paper presents the results of probabilistic analyses in slope stability problems using the Rand...
In recent time it has be recognised that capturing the spatial variability of mechanical properties ...
This thesis, done in collaboration with Cenaero, contributes to the MACOBIO project. It develops a n...
With more advanced methods and increasing computational power, the simulation of reinforced concrete...
It is important to account for inherent variability in the material properties in the design and ana...