Ph.D. in Ingegneria Civile E Ambientale , 35th cycle (2019-2022)
Ph.D. obtained in 2023
Dissertation:
Failure-mode Scale-transitions in Reinforced Concrete Structures (Abstract)
Tutors:
Alberto Carpinteri Federico AccorneroProfile
Research topic
Failure-mode Scale-transitions in Reinforced Concrete Structures
Research interests
Biography
Research Fellow in Civil and Environmental Engineering at Politecnico di Torino, Italy.
Chartered Engineer, The Turin Order of Engineers, Torino, Italy.
Awards and Honors
Teaching
Teachings
Master of Science
- Adaptive reuse of the built legacy (modulo di Structural mechanics). A.A. 2022/23, ARCHITETTURA PER IL PATRIMONIO. Collaboratore del corso
Bachelor of Science
- Atelier Costruzione E (modulo di Scienza delle costruzioni). A.A. 2019/20, ARCHITETTURA. Collaboratore del corso
- Atelier Costruzione E (modulo di Scienza delle costruzioni). A.A. 2020/21, ARCHITETTURA. Collaboratore del corso
- Atelier Costruzione E (modulo di Scienza delle costruzioni). A.A. 2021/22, ARCHITETTURA. Collaboratore del corso
- Atelier Costruzione E (modulo di Scienza delle costruzioni). A.A. 2022/23, ARCHITETTURA. Collaboratore del corso
Publications
Works published during the Ph.D. View all publications in Porto@Iris
- Accornero, Federico; Cafarelli, Renato; Carpinteri, Alberto; Nanni, Antonio (2023)
Scale effects in GFRP‐bar reinforced concrete beams. In: STRUCTURAL CONCRETE, vol. 24, pp. 2817-2826. ISSN 1464-4177
Contributo su Rivista - Cafarelli, Renato (2023)
Failure-mode Scale-transitions in Reinforced Concrete Structures. relatore: CARPINTERI, ALBERTO; ACCORNERO, FEDERICO; , 35. XXXV Ciclo, P.: 163
Doctoral Thesis - Cafarelli, R.; Accornero, F.; Carpinteri, A. (2023)
Size-scale effects in high-performance reinforced and prestressed concrete T-beams. In: STRUCTURAL CONCRETE, vol. 24. ISSN 1464-4177
Contributo su Rivista - Accornero, F.; Cafarelli, R.; Carpinteri, A.; Nanni, A. (2022)
Scale effects in GFRP-RC beams: a Fracture Mechanics application. In: 6th fib International Congress on Concrete Innovation for Sustainability, 2022, Oslo (Norway), 2022, pp. 2618-2627. ISSN 2617-4820. ISBN: 9782940643158
Contributo in Atti di Convegno (Proceeding) - Accornero, Federico; Cafarelli, Renato; Carpinteri, Alberto (2022)
The cohesive/overlapping crack model for plain and RC beams: scale effects on cracking and crushing failures. In: MAGAZINE OF CONCRETE RESEARCH, vol. 74, pp. 433-450. ISSN 0024-9831
Contributo su Rivista - Cafarelli, R.; Accornero, F.; Carpinteri, A. (2022)
Cracking and crushing in reinforced and prestressed high performance concrete T-beams. In: 6th fib International Congress on Concrete Innovation for Sustainability, 2022, Oslo (Norway), 2022, pp. 1660-1669. ISSN 2617-4820. ISBN: 9782940643158
Contributo in Atti di Convegno (Proceeding) - Carpinteri, A.; Accornero, F.; Cafarelli, R. (2022)
Scale effects in prestressed concrete structures: Maximum reinforcement percentage to avoid brittle crushing. In: ENGINEERING STRUCTURES, vol. 255. ISSN 0141-0296
Contributo su Rivista - Carpinteri, A.; Accornero, F.; Cafarelli, R. (2021)
Scale-dependent maximum reinforcement percentage in reinforced concrete beams. In: STRUCTURAL CONCRETE, pp. 1-12. ISSN 1464-4177
Contributo su Rivista - Accornero, F.; Cafarelli, R.; Carpinteri, A. (2021)
Cracking and crushing in prestressed concrete beams. In: ACI STRUCTURAL JOURNAL, vol. 118, pp. 101-109. ISSN 0889-3241
Contributo su Rivista - Cafarelli, R.; Accornero, F.; Carpinteri, A. (2021)
Scale-dependent minimum and maximum reinforcement ratios in rc and pc beams. In: 2021 fib Symposium of Concrete Structures: New Trends for Eco-Efficiency and Performance, Lisbon (Portugal), 2021, pp. 1588-1597. ISSN 2617-4820
Contributo in Atti di Convegno (Proceeding) - Carpinteri, A.; Accornero, F.; Cafarelli, R. (2020)
Ductile-to-brittle transitions in RC and PC beams: Scale effects on minimum and maximum reinforcements. In: 2020 fib Symposium: Concrete Structures for Resilient Society, 22nd to 24th November, 2020, chn, 2020, pp. 1155-1162
Contributo in Atti di Convegno (Proceeding)