Exact(3)
A multidisciplinary investigative approach, involving both engineering and material sciences expertise, will be necessary for a complete evaluation of the behaviour of masonry elements.
The behaviour of masonry elements under in-plane and out-of-plane loads can be improved through the application of strengthening systems based on reinforcing overlays.
The comparison of numerical and experimental results shows the model ability to simulate the in-plane behaviour of masonry elements retrofitted with CFRP.
Similar(57)
The paper presents a simple approach to simulate the bond behavior of masonry elements externally strengthened by FRP-systems.
A validation process shows that the proposed modelling strategy captures the principal features of the structural behaviour of unreinforced masonry elements and constructions.
The goal of the research project presented here is to investigate the effect of multi-layer bed joints on the shear behaviour of unreinforced masonry elements subjected to cyclic actions, and to assess the shear mechanical characteristics of multi-layer bed joints.
The performance of the interface between FRP and masonry is one of the key factors affecting the behavior of strengthened masonry elements.
Hence, the investigation of the deformation capacity of masonry structures should start by studying the in-plane behaviour of masonry walls and their constitutive elements, i.e. piers and spandrels (in the case of walls with openings).
Nonetheless, only few contributions refer to aspects concerning to the bonding and debonding behaviour between the masonry elements and the strengthening system.
An explicit finite element modelling method is formulated using a layered shell element to examine the behaviour of masonry walls subject to out-of-plane loading.
The high nonlinear behaviour of masonry material requires ad hoc refined finite element numerical models, whose complexity and computational cost are generally unsuitable for practical applications.
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