Damage detection, localization, and quantification for steel cables of post-tensioned bridge decks
(2023) In Structures 57(105314).- Abstract
- The present work aims to provide an in-situ inspection methodology for prestressed concrete bridges with post-tensioned cables (PT bridges). The adoption of non-destructive techniques (NDT), already widely employed in other engineering fields, is proposed, providing reliable information with a relatively low impact on the existing infrastructure. For each of the specific inspection topics (i.e. cables’ layout detection, defect localization and quantification, estimation of residual prestressing force) the proposed investigation procedure was calibrated through a deep experimental test campaign, including both laboratory tests – planned and performed to validate the method and check its efficiency and reliability – and applications to... (More)
- The present work aims to provide an in-situ inspection methodology for prestressed concrete bridges with post-tensioned cables (PT bridges). The adoption of non-destructive techniques (NDT), already widely employed in other engineering fields, is proposed, providing reliable information with a relatively low impact on the existing infrastructure. For each of the specific inspection topics (i.e. cables’ layout detection, defect localization and quantification, estimation of residual prestressing force) the proposed investigation procedure was calibrated through a deep experimental test campaign, including both laboratory tests – planned and performed to validate the method and check its efficiency and reliability – and applications to existing viaducts located on the Italian highways. (Less)
Please use this url to cite or link to this publication:
https://lup.lub.lu.se/record/af9af4e7-d4ef-430e-a81f-b326949cf31b
- author
- Mazzatura, Isabella
; Salvatore, Walter
; Caprili, Silvia
; Celati, Simone
LU
; Mori, Michele
and Gammino, Massimo
- publishing date
- 2023-11
- type
- Contribution to journal
- publication status
- published
- subject
- in
- Structures
- volume
- 57
- issue
- 105314
- pages
- 15 pages
- publisher
- Elsevier
- external identifiers
-
- scopus:85173625817
- ISSN
- 2352-0124
- DOI
- 10.1016/j.istruc.2023.105314
- language
- English
- LU publication?
- no
- id
- af9af4e7-d4ef-430e-a81f-b326949cf31b
- date added to LUP
- 2026-07-26 16:26:20
- date last changed
- 2026-08-13 11:37:36
@article{af9af4e7-d4ef-430e-a81f-b326949cf31b,
abstract = {{The present work aims to provide an in-situ inspection methodology for prestressed concrete bridges with post-tensioned cables (PT bridges). The adoption of non-destructive techniques (NDT), already widely employed in other engineering fields, is proposed, providing reliable information with a relatively low impact on the existing infrastructure. For each of the specific inspection topics (i.e. cables’ layout detection, defect localization and quantification, estimation of residual prestressing force) the proposed investigation procedure was calibrated through a deep experimental test campaign, including both laboratory tests – planned and performed to validate the method and check its efficiency and reliability – and applications to existing viaducts located on the Italian highways.}},
author = {{Mazzatura, Isabella and Salvatore, Walter and Caprili, Silvia and Celati, Simone and Mori, Michele and Gammino, Massimo}},
issn = {{2352-0124}},
language = {{eng}},
number = {{105314}},
publisher = {{Elsevier}},
series = {{Structures}},
title = {{Damage detection, localization, and quantification for steel cables of post-tensioned bridge decks}},
url = {{http://dx.doi.org/10.1016/j.istruc.2023.105314}},
doi = {{10.1016/j.istruc.2023.105314}},
volume = {{57}},
year = {{2023}},
}