This paper compares calculation results obtained with the Mohr-Coulomb and Drucker-Prager material models. The models are implemented in a finite element code and the exact models are used, i.e. no rounding of yield surface corners or apices is performed. Results for both 2D and 3D calculations are compared both with respect to bearing capacities and displacements. It is found that results from the two models have large differences.This paper compares calculation results obtained with the Mohr-Coulomb and Drucker-Prager material models. The models are implemented in a finite element code and the exact models are used, i.e. no rounding of yield surface corners or apices is performed. Results for both 2D and 3D calculations are compared both ...
Denne artikel gennemgår en simpel elementmetodeimplementering af de kombinerede Mohr-Coulomb og Rank...
For this project, a two dimensional finite element analysis using PLAXIS was conducted to evaluate t...
In spite of the development of more sophisticated constitutive models for soil, the Mohr-Coulomb yie...
A systematic approach to measure the differences between Mohr-Coulomb (MC) and Drucker-Prager (DP) s...
Whereas the Mohr-Coulomb criterion is widely used in geotechnics, the Drucker-Prager is common in Fi...
To solve problems in geotechnical engineering often numerical methods such as the Finite Element Met...
Three fundamentally different failure theories for homogeneous and isotropic materials are examined ...
Summary This paper presents a conceptually simple finite element implementation of the combined elas...
The yielding of soil exhibits both a Lode angle dependency and a dependency on the intermediate prin...
authors have formulated Compact expressions for the Mohr-Coulomb criterion in terms of derived invar...
The yielding of soil exhibits both a Lode angle dependency and a dependency on the intermediate prin...
Estimating the bearing capacity of surface foundations resting on rock masses is a necessary first s...
Theoretical research on powder compaction requires models to describe the development of mechanical ...
In spite of the development of more sophisticated constitutive models for soil, the Mohr-Coulomb yie...
Drucker-Prager criterion(D-P criterion) has been widely used in the field of rock plastic mechanics....
Denne artikel gennemgår en simpel elementmetodeimplementering af de kombinerede Mohr-Coulomb og Rank...
For this project, a two dimensional finite element analysis using PLAXIS was conducted to evaluate t...
In spite of the development of more sophisticated constitutive models for soil, the Mohr-Coulomb yie...
A systematic approach to measure the differences between Mohr-Coulomb (MC) and Drucker-Prager (DP) s...
Whereas the Mohr-Coulomb criterion is widely used in geotechnics, the Drucker-Prager is common in Fi...
To solve problems in geotechnical engineering often numerical methods such as the Finite Element Met...
Three fundamentally different failure theories for homogeneous and isotropic materials are examined ...
Summary This paper presents a conceptually simple finite element implementation of the combined elas...
The yielding of soil exhibits both a Lode angle dependency and a dependency on the intermediate prin...
authors have formulated Compact expressions for the Mohr-Coulomb criterion in terms of derived invar...
The yielding of soil exhibits both a Lode angle dependency and a dependency on the intermediate prin...
Estimating the bearing capacity of surface foundations resting on rock masses is a necessary first s...
Theoretical research on powder compaction requires models to describe the development of mechanical ...
In spite of the development of more sophisticated constitutive models for soil, the Mohr-Coulomb yie...
Drucker-Prager criterion(D-P criterion) has been widely used in the field of rock plastic mechanics....
Denne artikel gennemgår en simpel elementmetodeimplementering af de kombinerede Mohr-Coulomb og Rank...
For this project, a two dimensional finite element analysis using PLAXIS was conducted to evaluate t...
In spite of the development of more sophisticated constitutive models for soil, the Mohr-Coulomb yie...