SAFOTEB project: towards new approaches for the reliability assessment of existing prestressed bridge
Author(s): |
Fabio Micozzi
(University of Camerino, SAAD Camerino Italy)
Alberto Poeta (University of Camerino, SAAD Camerino Italy) Laura Gioiella (University of Camerino, SAAD Camerino Italy) Agnese Natali (University of Pisa Pisa Italy) Simone Celati (University of Pisa Pisa Italy) Isabella Mazzatura (University of Pisa Pisa Italy) Walter Salvatore (University of Pisa Pisa Italy) Andrea Meoni (University of Perugia Perugia Italy) Laura Ierimonti (University of Perugia Perugia Italy) Ilaria Venanzi (University of Perugia Perugia Italy) Filippo Ubertini (University of Perugia Perugia Italy) Antonella Ranaldo (University of Basilicata, DiCEM Matera Italy) Michele D'Amato (University of Basilicata, DiCEM Matera Italy) Sara Cattaneo (Politecnico di Milano, Department of Architecture, Built environment and Construction engineering Milano Italy) Carlo Pettorruso (Politecnico di Milano, Department of Architecture, Built environment and Construction engineering Milano Italy) Virginio Quaglini (Politecnico di Milano, Department of Architecture, Built environment and Construction engineering Milano Italy) Dalila Rossi (Politecnico di Milano, Department of Architecture, Built environment and Construction engineering Milano Italy) Michele Titton (ITS Engineering Pisa Italy) Andrea Dall'Asta (University of Camerino, SAAD Camerino Italy) |
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Medium: | journal article |
Language(s): | English |
Published in: | ce/papers, September 2023, n. 5, v. 6 |
Page(s): | 43-48 |
DOI: | 10.1002/cepa.2193 |
Abstract: |
This paper presents the structure of new collaborative research project entitled SAFOTEB “A reviewed SAfety FOrmat for structural reliability assessment of post‐TEnsioned concrete Bridges”. The research aims at assessing the reliability of the current safety format and developing specific suggestions for existing concrete bridges with post‐tensioned cables. To date, no European code provides specific guidance for such a purpose. Indeed, the status of conservation and possible defects of the cables may be hidden, enlarging the uncertainties in the structural assessment of such constructions. The basic steps of the research are: (i) definition of the probabilistic models for the main variables concerning the assessment of existing post‐tensioned prestressed concrete bridges; (ii) reliability assessment and calibration of updated safety coefficients for the partial factors method; (iii) evaluation of the residual life and model updating through real‐time continuous monitoring systems. The full procedure will be applied on existing case study structures used as benchmarks. The project is funded by FABRE, an Italian research consortium composed by universities and research institutions aimed at the evaluation and monitoring of bridges, viaducts, tunnels and other structures. |
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data sheet - Reference-ID
10767280 - Published on:
17/04/2024 - Last updated on:
17/04/2024