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Long-term characteristics of prestressing force in post-tensioned structures measured using smart strandsoa mark
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Publication Year
2020-06-01
Publisher
MDPI AG
Citation
Applied Sciences (Switzerland), Vol.10
Keyword
Fiber bragg gratingFiber optic sensorPrestress lossPrestressed concretePrestressing forcePrestressing tendonStrand
All Science Classification Codes (ASJC)
Materials Science (all)InstrumentationEngineering (all)Process Chemistry and TechnologyComputer Science ApplicationsFluid Flow and Transfer Processes
Abstract
The proper distribution of prestressing force (PF) is the basis for the design of prestressed concrete (PSC) structures. However, the PF distribution obtained by predictive equations of prestress losses has not been sufficiently validated by comparison with measured data due to the poor reliability and durability of conventional sensing technologies. Therefore, the Smart Strand with embedded fiber optic sensors was developed and applied to PSC structures to investigate the long-term characteristics of PF distribution as affected by concrete creep and shrinkage. The data measured in a 20 m-long full-scale specimen and a 60 m-long PSC girder bridge were analyzed by comparing them with the theoretical estimation obtained from several design equations. Although the long-term decreasing trend of the PF distribution was similar in the measurement and theory, the equation of Eurocode 2 for estimating the long-term prestress losses showed better agreement with the measurement than ACI 209R and ACI 423.10R did. This can be attributed to the more refined form of the predictive equation of Eurocode 2 in dealing with the time-dependency of the PF. The study results also confirmed the need to compensate for the temperature variation in the long-term monitoring to derive the actual mechanical strain related to the PF. We expect our developed Smart Strand to be applied practically in PF measurement for the reasonable safety assessment and maintenance of PSC structures by improving several of the existing drawbacks of conventional sensors.
ISSN
2076-3417
Language
eng
URI
https://dspace.ajou.ac.kr/dev/handle/2018.oak/31400
DOI
https://doi.org/10.3390/app10124084
Fulltext

Type
Article
Funding
This research received no external funding. This research was supported by a grant from a Strategic Research Project (Smart Monitoring System for Concrete Structures Using FRP Nerve Sensors) funded by the Korea Institute of Civil Engineering and Building Technology. The efforts of Sung Tae Kim in the Korea Institute of Civil Engineering and Building Technology for preparing and monitoring the Smart Strands are also greatly appreciated.Acknowledgments: This research was supported by a grant from a Strategic Research Project (Smart Monitoring System for Concrete Structures Using FRP Nerve Sensors) funded by the Korea Institute of Civil Engineering and Building Technology. The efforts of Sung Tae Kim in the Korea Institute of Civil Engineering and Building Technology for preparing and monitoring the Smart Strands are also greatly appreciated.
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Jeon, Se Jin Image
Jeon, Se Jin전세진
Department of Civil Systems Engineering
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