Time-dependent reliability analyses of prestressed concrete girders strengthened with CFRP laminates

This paper presents a time-dependent reliability analysis of prestressed concrete girders subjected to degradation caused by pitting corrosion. The procedure presented includes the effects of both spatial and temporal pitting corrosions on prestressing steel, as well as the degradation of the streng...

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Bibliographic Details
Main Author: Dias-da-Costa, D. (author)
Other Authors: Neves, L.A.C. (author), Gomes, S. (author), Hadigheh, S.A. (author), Fernandes, Paulo (author)
Format: article
Language:eng
Published: 2021
Subjects:
CFRP laminate degradation
Prestressed girder
Time-dependent reliability
Spatial variability
Corrosion
Ditlevsen bounds
Online Access:http://hdl.handle.net/10400.8/4125
Country:Portugal
Oai:oai:iconline.ipleiria.pt:10400.8/4125

Internet

http://hdl.handle.net/10400.8/4125

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