Nicolò Salis

Mr. Nicolò Salis


Research Focus & Metrics

Academic Career Length

5Years (2022-Present)

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

Representative Publications

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28 November 2022 in Ocean Engineering
Verified
Journal Article
Closed access
NSNicolò Salis
Nicolò Salis
Min LuoMin Luo
Min Luo
Alessandro RealiAlessandro Reali
Alessandro Reali
SAURO MANENTISAURO MANENTI
SAURO MANENTI

23 January 2024 in Applied Ocean Research
Verified
Journal Article
Open access
NSNicolò Salis
Nicolò Salis
XHXiangyu Hu
Xiangyu Hu
Min LuoMin Luo
Min Luo
ARAlessandro Reali
Alessandro Reali
SAURO MANENTISAURO MANENTI
SAURO MANENTI

8 July 2025 in Journal of Hydrology
Verified
Journal Article
Open access
MAMohammad Assaf
Mohammad Assaf
NSNicolò Salis
Nicolò Salis
SAURO MANENTISAURO MANENTI
SAURO MANENTI
LTLorenzo Tamellini
Lorenzo Tamellini
Enrico CreacoEnrico Creaco
Enrico Creaco
STSara Todeschini
Sara Todeschini

11 May 2023 in Engineering with Computers
Verified
Journal Article
Open access
PDF file
NSNicolò Salis
Nicolò Salis
AFAlessandro Franci
Alessandro Franci
SISergio Idelsohn
Sergio Idelsohn
ARAlessandro Reali
Alessandro Reali
SMSauro Manenti
Sauro Manenti
Lagrangian numerical methods are particularly suitable to reproduce flows involving large and rapid deformation of the domain, fluid splitting and coalescence, jets and sprays. The absence of the convective terms in the governing equations avoids numerical diffusion. This paper provides a comparative study between two Lagrangian particle models based on the Smoothed Particle Hydrodynamics (SPH) and the Particle Finite Element Method (PFEM). The description of the methods is provided; features and drawbacks of each method are compared and discussed. The introduced models, which represent widely used advanced analysis tools, are compared and validated in the simulation of five test cases: Two solitary waves, two regular wave trains and a non-linear wave-structure impact. Results from each model are similar and quite close to reference data. Therefore, both models have been validated against new test cases never simulated before, showing that these models can be effectively used for the analysis of regular and non-linear wave with structure impact.