Abstract
The out-of-plane behaviour of unreinforced and CFRP reinforced masonry wall is studied by means ofexperimental investigation and numerical FE modelling. The latter is based on a linear constitutive lawboth for ashlars and mortar joints constituting masonry and the lines of potential delamination are takeninto account by means of an interface element with bi-linear law, reproducing the opening failure mode.When reinforcement is introduced, an interface element with bi-linear law is also used, reproducing slidingfailure mode. Comparison between numerical and experimental results show the reliability of themodelling. Moreover, a parametric analysis is carried out in order to investigate the influence of theparameters defining the interface laws.
| Lingua originale | English |
|---|---|
| pagine (da-a) | 190-196 |
| Numero di pagine | 7 |
| Rivista | Construction and Building Materials |
| Volume | 54 |
| Stato di pubblicazione | Published - 2014 |
All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Building and Construction
- Materials Science(all)
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La Mendola, L., Cucchiara, C., Licata, V., & Accardi, M. (2014). Nonlinear FE analysis of out-of-plane behaviour of masonry walls with and without CFRP reinforcement. Construction and Building Materials, 54, 190-196.