Alberto Sapora

Dr. Alberto Sapora

Department of Structural, Geotechnical and Building Engineering, Politecnico di Torino, 10129 Torino, Italy
orcid

Research Focus & Metrics

Academic Career Length

20Years (2007-Present)

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

Representative Publications

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7 March 2018 in Fatigue & Fracture of Engineering Materials & Structures
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Journal Article
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Alberto SaporaAlberto Sapora
Alberto Sapora
ATA.R. Torabi
A.R. Torabi
SES. Etesam
S. Etesam
PCP. Cornetti
P. Cornetti

9 October 2013 in Computational Mechanics
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Journal Article
Closed access
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Alberto SaporaAlberto Sapora
Alberto Sapora
Marco PaggiMarco Paggi
Marco Paggi

9 November 2011 in International Journal of Fracture
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Journal Article
Closed access
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ACAlberto Carpinteri
Alberto Carpinteri
PCPietro Cornetti
Pietro Cornetti
Alberto SaporaAlberto Sapora
Alberto Sapora

9 October 2018 in International Journal of Fracture
Verified
Journal Article
Closed access
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Alberto SaporaAlberto Sapora
Alberto Sapora
PCP. Cornetti
P. Cornetti

19 March 2009 in ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik
Verified
Journal Article
Closed access
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ACA. Carpinteri
A. Carpinteri
PCPietro Cornetti
Pietro Cornetti
Alberto SaporaAlberto Sapora
Alberto Sapora

26 January 2012 in Fatigue & Fracture of Engineering Materials & Structures
Verified
Journal Article
Open access
PDF file
ACA. Carpinteri
A. Carpinteri
PCPietro Cornetti
Pietro Cornetti
Alberto SaporaAlberto Sapora
Alberto Sapora
A Finite Fracture Mechanics (FFM) criterion is formalized to predict the critical failure loads of brittle U‐notched specimens, subjected to mode I loading. The criterion, recently applied to V‐notched structures, requires the contemporaneous fulfilment of stress requirements and energy conditions for fracture to propagate: the stress field ahead of the notch tip and the stress intensity factor related to a crack stemming from the root are involved. Both the apparent fracture toughness and the critical crack advancement result to be structural parameters. For sufficiently slender notches, the root radius becomes the only relevant geometric dimension. The consistency of the approach is proved by the comparison with experimental data available in the Literature.