Pietro Foti

Dr. Pietro Foti

orcid

Research Focus & Metrics

Academic Career Length

9Years (2018-Present)

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

Representative Publications

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31 March 2024 in Progress in Materials Science
Verified
Journal Article
Closed access
XNXiaopeng Niu
Xiaopeng Niu
CHChao He
Chao He
Shun-Peng ZhuShun-Peng Zhu
Shun-Peng Zhu
PFPietro Foti
Pietro Foti
FBFilippo Berto
Filippo Berto
QWQingyuan Wang
Qingyuan Wang

13 February 2023 in Fatigue & Fracture of Engineering Materials & Structures
Verified
Journal Article
Closed access
ÖKÖzler Karakaş
Özler Karakaş
FKFeride Buket Kardeş
Feride Buket Kardeş
PFPietro Foti
Pietro Foti
FBFilippo Berto
Filippo Berto

23 August 2020 in Fatigue & Fracture of Engineering Materials & Structures
Verified
Journal Article
Open access
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PFPietro Foti
Pietro Foti
Filippo BertoFilippo Berto
Filippo Berto
The main aim of the present work is to investigate, through the strain energy density method, the fatigue behaviour of high strength welded joints realised employed in hydraulic runner blades. The geometries, found in literature, present the welding bead machined in order to have no geometrical discontinuities in the specimen realising a wide fitting radius between the two welded plates; the only critical geometrical discontinuity in the specimen is given by the lack of penetration that leads to an internal crack‐like defect. The specimens presented failure both from the weld toe and from the weld root depending on the amount of welding penetration. The results, summarised in this work with the strain energy density method, show clearly the possibility to consider a unique master curve for this kind of joints regardless of the failure initiation point. Acquiring, through a finite element model, the strain energy density value both at the weld toe and at the weld root and comparing them, the method is proved to be adequate to detect the most critical area of the joint. A first fatigue master curve in terms of cyclic averaged strain energy density value is provided for the fatigue design of high strength welded joints.

1 March 2021 in Engineering Structures
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Journal Article
Closed access
PFPietro Foti
Pietro Foti
Dario SantonocitoDario Santonocito
Dario Santonocito
GRGiacomo Risitano
Giacomo Risitano
FBFilippo Berto
Filippo Berto

9 November 2023 in Engineering Structures
Verified
Journal Article
Closed access
AMAldo Milone
Aldo Milone
PFPietro Foti
Pietro Foti
LVL.M. Viespoli
L.M. Viespoli
DWDi Wan
Di Wan
FMF. Mutignani
F. Mutignani
FBF. Berto
F. Berto

4 September 2023 in Fatigue & Fracture of Engineering Materials & Structures
Verified
Journal Article
Open access
AMAldo Milone
Aldo Milone
PFPietro Foti
Pietro Foti
SFStefano Filippi
Stefano Filippi
RLRaffaele Landolfo
Raffaele Landolfo
Filippo BertoFilippo Berto
Filippo Berto
In the present paper, the influence of the mean stress on the fatigue behavior of smooth and notched medium carbon steel components (C45 grade) is investigated through conventional and more advanced design methodologies. Original experimental data are provided for two notched specimen geometries and three different high load ratios (R = {0.7, 0.8, 0.9}). To assess the effect of the mean stress in a larger range, the bulk of fatigue data has been widened through more than 150 tests on C45 steel drawn from literature. The considered experimental data ranged between a load ratio of −2 and 0.9. The mean stress effect has been assessed in a first attempt through well‐established literature models resulting in a data correlation characterized by a large scatter. Finally, an attempt to uniquely consider both geometrical and load ratio effects has been performed through a numerical application of the strain energy density (SED) method. Elevated load ratios (R ≥ 0.7) prove to be highly detrimental for C45 steel with a fatigue life reduction of up to 3 orders of magnitude; however, this effect can be considered with a sufficient degree of accuracy through the SED method.