Add to ORKGA continuous-discontinuous approach to simulate failure is presented. The formulation covers both diffuse damage processes in the bulk material as well as the initiation and propagation of discrete cracks. Comparison with experimental data on layered sandstone shows that the modeling strategy accurately captures the physics of the failure process
This paper investigates the variational finite element formulation and its numerical implementation ...
A new combined strategy to describe failure of quasi-brittle materials is presented thus allowing th...
The displacement field in quasi-brittle material is localized into narrow fracture zones during the ...
A new continuous-discontinuous strategy to describe failure of quasi-brittle materials is presented....
Understanding the material failure of quasi-brittle materials, such as concrete, is of vital importa...
ABSTRACT: A continuum-discrete model for failure in quasi-brittle materials is presented. The contin...
The foundations of a safe structural design lie on the understanding of failure processes of enginee...
To simulate numerically a failure process, a new kind of model which combines the two traditional ap...
Cracking of quasi-brittle materials (such as concrete, rocks,) may be modelled by means of continuou...
A continuous-discontinuous model to simulate numerically an entire failure process is presented. Cr...
The paper focuses the numerical modelling of material failure in a strong discontinuity setting usin...
Degradation of porous materials usually does not have a single identifiable cause, but results from ...
We derive a finite element formulation for modelling fracture in 2d quasi-brittle solids. The kinema...
This paper presents a modification of the well established strong discontinuity approach to model fa...
A computational framework for the description of the combined continuous–discontinuous failure in a ...
This paper investigates the variational finite element formulation and its numerical implementation ...
A new combined strategy to describe failure of quasi-brittle materials is presented thus allowing th...
The displacement field in quasi-brittle material is localized into narrow fracture zones during the ...
A new continuous-discontinuous strategy to describe failure of quasi-brittle materials is presented....
Understanding the material failure of quasi-brittle materials, such as concrete, is of vital importa...
ABSTRACT: A continuum-discrete model for failure in quasi-brittle materials is presented. The contin...
The foundations of a safe structural design lie on the understanding of failure processes of enginee...
To simulate numerically a failure process, a new kind of model which combines the two traditional ap...
Cracking of quasi-brittle materials (such as concrete, rocks,) may be modelled by means of continuou...
A continuous-discontinuous model to simulate numerically an entire failure process is presented. Cr...
The paper focuses the numerical modelling of material failure in a strong discontinuity setting usin...
Degradation of porous materials usually does not have a single identifiable cause, but results from ...
We derive a finite element formulation for modelling fracture in 2d quasi-brittle solids. The kinema...
This paper presents a modification of the well established strong discontinuity approach to model fa...
A computational framework for the description of the combined continuous–discontinuous failure in a ...
This paper investigates the variational finite element formulation and its numerical implementation ...
A new combined strategy to describe failure of quasi-brittle materials is presented thus allowing th...
The displacement field in quasi-brittle material is localized into narrow fracture zones during the ...