Add to ORKGA composite plasticity model for masonry shells is proposed. Modem algorithmic plasticity concepts - including implicit Euler backward return, mapping schemes and consistent tangent operators for all regimes of the model - are utilised to combine anisotropic elastic behaviour with anisotropic plastic behaviour. The model is capable of reproducing independent (in the sense of completely diverse) elastic and inelastic behaviour along a prescribed set of material axes. An example of the performance of the model is presented, by means of a comparison between numerical results and experimental results for the case of one masonry panel with out-of-plane loading. Examples of the application of the model to solve real engineering problems are also ...
The aim of this paper is the development of suitable mechanical models able to reproduce and, hence,...
Masonry under compression is affected by the properties of its constituents and their interfaces. In...
An explicit finite element modelling method is formulated using a layered shell element to examine t...
A composite plasticity model for masonry shells is proposed. Modern algorithmic plasticity concepts-...
A composite plasticity model for masonry shells is proposed. Modem algorithmic plasticity concepts -...
A model for the numerical analysis of masonry subjected to out-of-plane loading is proposed. The pro...
Masonry is a composite material and can be considered anisotropic on a macroscopic scale, i.e., maso...
A material model for the analysis of anisotropic plates and shells is described. The prepared plasti...
Results of using recently developed material models for the analysis of masonry structures are shown...
Predicting the structural response of masonry structures with acceptable accuracy is paramount to sa...
Predicting the structural response of masonry structures with acceptable accuracy is paramount to sa...
In this work, a plasticity based composite interface model is proposed for failure analysis of unrei...
The aim of this paper is the development of suitable mechanical models able to reproduce and, hence,...
The aim of this paper is the development of suitable mechanical models able to reproduce and, hence,...
The aim of this paper is the development of suitable mechanical models able to reproduce and, hence,...
The aim of this paper is the development of suitable mechanical models able to reproduce and, hence,...
Masonry under compression is affected by the properties of its constituents and their interfaces. In...
An explicit finite element modelling method is formulated using a layered shell element to examine t...
A composite plasticity model for masonry shells is proposed. Modern algorithmic plasticity concepts-...
A composite plasticity model for masonry shells is proposed. Modem algorithmic plasticity concepts -...
A model for the numerical analysis of masonry subjected to out-of-plane loading is proposed. The pro...
Masonry is a composite material and can be considered anisotropic on a macroscopic scale, i.e., maso...
A material model for the analysis of anisotropic plates and shells is described. The prepared plasti...
Results of using recently developed material models for the analysis of masonry structures are shown...
Predicting the structural response of masonry structures with acceptable accuracy is paramount to sa...
Predicting the structural response of masonry structures with acceptable accuracy is paramount to sa...
In this work, a plasticity based composite interface model is proposed for failure analysis of unrei...
The aim of this paper is the development of suitable mechanical models able to reproduce and, hence,...
The aim of this paper is the development of suitable mechanical models able to reproduce and, hence,...
The aim of this paper is the development of suitable mechanical models able to reproduce and, hence,...
The aim of this paper is the development of suitable mechanical models able to reproduce and, hence,...
Masonry under compression is affected by the properties of its constituents and their interfaces. In...
An explicit finite element modelling method is formulated using a layered shell element to examine t...