In this work, a plain steel wire double-twisted hexagonal mesh is modeled with the discrete element method for the evaluation of its mechanical behavior. In the current model, the wires are replaced with long-range interaction forces between nodes of the mesh. The implemented force-displacement curves for the basic elements, i.e. single and double-twisted wires, are derived from laboratory tensile tests. The mechanical behavior of the considered mesh is investigated in standard laboratory punch test conditions. The results of these numerical tests permitted to highlight two subsequent phases linked to the geometric distortion of hexagons and to the tensile properties of the materials respectively. An anisotropic stress-strain distribution w...
The Discrete Element Method (DEM) has been employed in recent years to simulate flexible protection ...
The developing of the universal tool for testing of tensile properties of hexagonal steel wire mesh ...
This work presents a new study approach for the evaluation of the behaviour of anchored mesh systems...
Metallic cortical meshes are currently being used in many engineering applications, especially for t...
The design strategies of metallic cortical meshes used for slope protection are mostly linked to the...
This work deals with the particle-based modelling of cortical wire meshes. Such meshes are being use...
This work deals with the particle-based modelling of cortical wire meshes. Such meshes are being use...
Flexible protection barriers are the most widespread passive mitigation system against natural hazar...
Metallic wire meshes are commonly used for rockfall protection and rockfall mitigation. Their design...
Anchored wire meshes, commonly adopted to stabilise potentially unstable slopes in granular soils, a...
The mechanics of a woven wire mesh material are investigated to characterize the elasto--plastic beh...
The mechanics of a woven wire mesh material are investigated to characterize the elasto-plastic beha...
In this paper, the response of wire mesh screens to low velocity impact with blunt objects is invest...
In this paper, the response of wire mesh screens to low velocity impact with blunt objects is invest...
Metallic cortical wire meshes are extensively used to protect slopes and infrastructures in mountain...
The Discrete Element Method (DEM) has been employed in recent years to simulate flexible protection ...
The developing of the universal tool for testing of tensile properties of hexagonal steel wire mesh ...
This work presents a new study approach for the evaluation of the behaviour of anchored mesh systems...
Metallic cortical meshes are currently being used in many engineering applications, especially for t...
The design strategies of metallic cortical meshes used for slope protection are mostly linked to the...
This work deals with the particle-based modelling of cortical wire meshes. Such meshes are being use...
This work deals with the particle-based modelling of cortical wire meshes. Such meshes are being use...
Flexible protection barriers are the most widespread passive mitigation system against natural hazar...
Metallic wire meshes are commonly used for rockfall protection and rockfall mitigation. Their design...
Anchored wire meshes, commonly adopted to stabilise potentially unstable slopes in granular soils, a...
The mechanics of a woven wire mesh material are investigated to characterize the elasto--plastic beh...
The mechanics of a woven wire mesh material are investigated to characterize the elasto-plastic beha...
In this paper, the response of wire mesh screens to low velocity impact with blunt objects is invest...
In this paper, the response of wire mesh screens to low velocity impact with blunt objects is invest...
Metallic cortical wire meshes are extensively used to protect slopes and infrastructures in mountain...
The Discrete Element Method (DEM) has been employed in recent years to simulate flexible protection ...
The developing of the universal tool for testing of tensile properties of hexagonal steel wire mesh ...
This work presents a new study approach for the evaluation of the behaviour of anchored mesh systems...