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 de-fects of the cables may be hidden, enlarging the uncertainties in the structural assessment of such constructions. The basic steps of the research are: (i) defini-tion 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 re-search consortium composed by universities and research institutions aimed at the evaluation and monitoring of bridges, viaducts, tunnels and other structures.

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

Salvatore Walter;Ranaldo Antonella;D'Amato Michele;Quaglini Virginio;
2023-01-01

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 de-fects of the cables may be hidden, enlarging the uncertainties in the structural assessment of such constructions. The basic steps of the research are: (i) defini-tion 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 re-search consortium composed by universities and research institutions aimed at the evaluation and monitoring of bridges, viaducts, tunnels and other structures.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11563/212216
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