A finite-volume (FV) cell vertex method is presented for determining the displacement field for solids exhibiting with incompressibility. The solid is discretized into six-node finite elements and the standard six-node finite-element shape function is employed for each element. Only control volumes around vertex node of the triangular element are considered. For considering the material incompressibility, a constant hydrostatic pressure as an extra unknown variable within each element is assumed. The force equilibrium in two perpendicular directions and one in-plane moment equilibrium equation are derived for each control volume. The volume conservation is satisfied by setting the integration of volumetric strain as zero within each element...
With the increase of the computational power over the last decades, computational solid dynamics has...
A procedure for evaluating the dynamic structural response of elastic solid domains is presented. A ...
A wide variety of physical problems in continuum mechanics are commonly treated by numerical methods...
A finite-volume (FV) cell vertex method is presented for determining the displacement field for soli...
A number of research groups are now developing and using finite volume (FV) methods for computationa...
A novel finite volume (FV) based discretization method for determining displacement, strain and stre...
A vertex-based finite volume (FV) method is presented for the computational solution of quasi-static...
A vertex-based finite volume (FV) method is presented for the computational solution of quasi-static...
The demand for accurate and efficient simulations in order to test the geomechanical effects is a re...
The objective of this research is the development of novel three dimensional Finite Volume(FV) algor...
In this past decade finite volume (FV) methods have increasingly been used for the solution of solid...
There is a growing interest in applying finite volume methods to model solid mechanics problems and ...
The paper describes how finite element method and the finite volume method can be successfully combi...
The paper describes how the finite element method and the finite volume method can be successfully c...
Many finite elements exhibit the so-called ‘volumetric locking ’ in the analysis of incompressible o...
With the increase of the computational power over the last decades, computational solid dynamics has...
A procedure for evaluating the dynamic structural response of elastic solid domains is presented. A ...
A wide variety of physical problems in continuum mechanics are commonly treated by numerical methods...
A finite-volume (FV) cell vertex method is presented for determining the displacement field for soli...
A number of research groups are now developing and using finite volume (FV) methods for computationa...
A novel finite volume (FV) based discretization method for determining displacement, strain and stre...
A vertex-based finite volume (FV) method is presented for the computational solution of quasi-static...
A vertex-based finite volume (FV) method is presented for the computational solution of quasi-static...
The demand for accurate and efficient simulations in order to test the geomechanical effects is a re...
The objective of this research is the development of novel three dimensional Finite Volume(FV) algor...
In this past decade finite volume (FV) methods have increasingly been used for the solution of solid...
There is a growing interest in applying finite volume methods to model solid mechanics problems and ...
The paper describes how finite element method and the finite volume method can be successfully combi...
The paper describes how the finite element method and the finite volume method can be successfully c...
Many finite elements exhibit the so-called ‘volumetric locking ’ in the analysis of incompressible o...
With the increase of the computational power over the last decades, computational solid dynamics has...
A procedure for evaluating the dynamic structural response of elastic solid domains is presented. A ...
A wide variety of physical problems in continuum mechanics are commonly treated by numerical methods...