ABAQUS 6.13 SOFTWARE SOFTWARE
ABAQUS 6.13 SOFTWARE CRACK

T1 - Simulating masonry wall behaviour using a simplified micro-model approach The capability of the model in terms of capturing non-linear behaviour and failure modes of masonry under vertical and horizontal loads is demonstrated via comparison with a number of published experimental studies.',

ABAQUS 6.13 SOFTWARE SOFTWARE

Analysis is conducted using standard finite element software (Abaqus 6.13) following a Newton Raphson algorithm solution without employing user-defined subroutines.

ABAQUS 6.13 SOFTWARE CRACK

The novel use of XFEM in simulating crack propagation within masonry units without initial definition of crack location is detailed. The constitutive models include surface-based cohesive behaviour to capture the elastic and plastic behaviour of masonry joints and a Drucker Prager (DP) plasticity model to simulate crushing of masonry under compression. The approach is shown to be an efficient means of simulating the three-dimensional non-linear behaviour of masonry under monotonic in-plane, out of plane and cyclic loads. The capability of the model in terms of capturing non-linear behaviour and failure modes of masonry under vertical and horizontal loads is demonstrated via comparison with a number of published experimental studies.ДЄbstract = 'In this paper, a simplified micro-model approach utilising a combination of plasticity-based constitutive models and the extended finite element method (XFEM) is proposed. In this paper, a simplified micro-model approach utilising a combination of plasticity-based constitutive models and the extended finite element method (XFEM) is proposed.

Abaqus 6.13 software