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SAFOTEB project: towards new approaches for the reliability assessment of existing prestressed bridge

Author(s): (University of Camerino, SAAD Camerino Italy)
(University of Camerino, SAAD Camerino Italy)
(University of Camerino, SAAD Camerino Italy)
(University of Pisa Pisa Italy)
(University of Pisa Pisa Italy)
(University of Pisa Pisa Italy)
(University of Pisa Pisa Italy)
(University of Perugia Perugia Italy)
(University of Perugia Perugia Italy)
(University of Perugia Perugia Italy)
(University of Perugia Perugia Italy)
(University of Basilicata, DiCEM Matera Italy)
(University of Basilicata, DiCEM Matera Italy)
(Politecnico di Milano, Department of Architecture, Built environment and Construction engineering Milano Italy)
(Politecnico di Milano, Department of Architecture, Built environment and Construction engineering Milano Italy)
(Politecnico di Milano, Department of Architecture, Built environment and Construction engineering Milano Italy)
(Politecnico di Milano, Department of Architecture, Built environment and Construction engineering Milano Italy)
(ITS Engineering Pisa Italy)
(University of Camerino, SAAD Camerino Italy)
Medium: journal article
Language(s): English
Published in: ce/papers, , 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.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/cepa.2193.
  • About this
    data sheet
  • Reference-ID
    10767280
  • Published on:
    17/04/2024
  • Last updated on:
    17/04/2024
 
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