Alessia Monaco

Dr. Alessia Monaco

orcid

Research Focus & Metrics

Academic Career Length

13Years (2014-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 April 2017 in Composites Part B: Engineering
Verified
Journal Article
Closed access
Giovanni MinafòGiovanni Minafò
Giovanni Minafò
JDJennifer D'Anna
Jennifer D'Anna
CCCalogero Cucchiara
Calogero Cucchiara
Alessia MonacoAlessia Monaco
Alessia Monaco
LMLidia La Mendola
Lidia La Mendola

1 April 2014 in Journal of Constructional Steel Research
Verified
Journal Article
Closed access
PCPiero Colajanni
Piero Colajanni
Lidia La MendolaLidia La Mendola
Lidia La Mendola
Alessia MonacoAlessia Monaco
Alessia Monaco

11 September 2015 in Materials and Structures
Verified
Journal Article
Closed access
PDF file
GCGiuseppe Campione
Giuseppe Campione
PCPiero Colajanni
Piero Colajanni
Alessia MonacoAlessia Monaco
Alessia Monaco

10 September 2020 in International Journal of Architectural Heritage
Verified
Journal Article
Closed access
MAMarco Alforno
Marco Alforno
Alessia MonacoAlessia Monaco
Alessia Monaco
FVF. Venuti
F. Venuti
Chiara CalderiniChiara Calderini
Chiara Calderini
Compared to simple masonry walls, numerical modelling of masonry vaulted structures is particularly complex due to their three-dimensional curved geometry and articulated masonry pattern. Moreover, the scarce availability of experimental data makes it difficult to validate numerical models for these types of structures. Recently, the simplified micro-modelling approach has been applied by different authors, despite some intrinsic limits, such as huge numerical effort and adoption of ad-hoc written numerical codes. The aim of this study is to overcome these difficulties by using a commercial software with built-in friction interface models and to validate the proposed simplified-micro model through experimental tests on in-scale specimens of arch and cross vault. The proposed approach has shown promising features: experimental results have been numerically reproduced with a high degree of accuracy, both in case of planar and space structures, with both dry and mortar joints. The final result of the study is a validated modelling strategy that could be confidently applied to real masonry vaulted structures.

1 April 2017 in Composites Part B: Engineering
Verified
Journal Article
Closed access
Alessia MonacoAlessia Monaco
Alessia Monaco
Giovanni MinafòGiovanni Minafò
Giovanni Minafò
CCCalogero Cucchiara
Calogero Cucchiara
JDJennifer D'Anna
Jennifer D'Anna
LMLidia La Mendola
Lidia La Mendola

11 May 2020 in Frontiers in Built Environment
Verified
Journal Article
Open access
PDF file
Alessia MonacoAlessia Monaco
Alessia Monaco
Giovanni MinafòGiovanni Minafò
Giovanni Minafò
JDJennifer D'Anna
Jennifer D'Anna
MOM. Concetta Oddo
M. Concetta Oddo
LMLidia La Mendola
Lidia La Mendola
In this paper, the tensile behavior of Fiber Reinforced Cementitious Matrix (FRCM) strips is investigated through Finite Element (FE) models. The most adopted numerical modeling approaches for the simulation of the fiber-matrix interface law are described. Among them, the cohesive model is then used for the generation of FE models which are able to simulate the response under traction of FRCM strips tested in laboratory whose results are available in the technical literature. Tests on basalt, PBO and carbon coated FRCM specimens are taken into account also considering different mechanical ratios of the textile reinforcement. The comparison between FE results and experimental data allows validating the adopted numerical modeling approach. Finally, some considerations are provided on the effects of the fiber fabric mechanical ratio and the strength and stiffness of the interface on the tensile capacity of the FRCM strips.