This thesis introduces a parametric study of the Particle Finite Element Method applied to the modeling of friction, wear and excavation processes. These phenomena demand fast geometry changes where a special formulation in solid mechanics and the continuum is compulsory. Friction and wear general laws are presented in order to apply them at macroscopic level due to excavation modeling. Different examples are studied to calibrate friction and wear, analyzing the normal and tangential force evolution produced in 2D and 3D models. Excavation processes are tested in order to compute the contact forces. Finally, general conclusions are established based on the force distribution and theoretical‐analytical results obtained
We present some developments in the formulation of the Particle Finite Element Method (PFEM) for ana...
We present some developments in the formulation of the Particle Finite Element Method (PFEM) for ana...
A version of the Particle Finite Element Method applicable to geomechanics applications is presented...
This thesis introduces a parametric study of the Particle Finite Element Method applied to the mode...
This work presents the new advances on the Particle Finite Element Method (PFEM) for the modeling of...
This work presents the new advances on the Particle Finite Element Method (PFEM) for the modeling of...
This work introduces the advances in the Particle Finite Element Method (PFEM) for the modeling of c...
This work introduces the advances in the Particle Finite Element Method (PFEM) for the modeling of c...
The present work introduces a new application of the Particle Finite Element Method (PFEM) for the m...
Underground construction involves all sort of challenges in analysis, design, project and execution ...
An excavation process is a nonlinear dynamic problem that includes geometrical, material, and contac...
This work introduces the advances in the Particle Finite Element Method (PFEM) for the modeling of c...
Key words: particle finite element methods, contact interfaces, forming processes. Summary. The pape...
The present work introduces a new application of the Particle Finite Element Method (PFEM) for the m...
This study presents numerical and experimental models for the analysis of the excavation of soft soi...
We present some developments in the formulation of the Particle Finite Element Method (PFEM) for ana...
We present some developments in the formulation of the Particle Finite Element Method (PFEM) for ana...
A version of the Particle Finite Element Method applicable to geomechanics applications is presented...
This thesis introduces a parametric study of the Particle Finite Element Method applied to the mode...
This work presents the new advances on the Particle Finite Element Method (PFEM) for the modeling of...
This work presents the new advances on the Particle Finite Element Method (PFEM) for the modeling of...
This work introduces the advances in the Particle Finite Element Method (PFEM) for the modeling of c...
This work introduces the advances in the Particle Finite Element Method (PFEM) for the modeling of c...
The present work introduces a new application of the Particle Finite Element Method (PFEM) for the m...
Underground construction involves all sort of challenges in analysis, design, project and execution ...
An excavation process is a nonlinear dynamic problem that includes geometrical, material, and contac...
This work introduces the advances in the Particle Finite Element Method (PFEM) for the modeling of c...
Key words: particle finite element methods, contact interfaces, forming processes. Summary. The pape...
The present work introduces a new application of the Particle Finite Element Method (PFEM) for the m...
This study presents numerical and experimental models for the analysis of the excavation of soft soi...
We present some developments in the formulation of the Particle Finite Element Method (PFEM) for ana...
We present some developments in the formulation of the Particle Finite Element Method (PFEM) for ana...
A version of the Particle Finite Element Method applicable to geomechanics applications is presented...