| Download | - View accepted manuscript: Extending service life of high performance concrete bridge decks with internal curing (PDF, 655 KiB)
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| Author | Search for: Daigle, L.1; Search for: Cusson, D.1; Search for: Lounis, Z.1 |
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| Affiliation | - National Research Council of Canada. NRC Institute for Research in Construction
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| Format | Text, Article |
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| Conference | International Conference on Creep, Shrinkage and Durability of Concrete and Concrete Structures (CONCREEP 8), 30 September - 2 October 2008, ISE-Shima, Japan |
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| Subject | High performance / High strength concrete; Bridges |
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| Abstract | High performance concrete (HPC) bridge decks areprone to premature cracking if movement is restrained. Internal curing (IC) can reduce shrinkage cracking in concrete structures, thus improving their per-formance and service life. However, there is very limited information available in the literature on the possi-ble extension of service life due to internal curing. This paper addresses this question by using predictive models to estimate the service lives of typical bridge decks made with concrete using internal curing as op-posed to conventional curing. Four options are compared: (i) normal concrete deck; (ii) HPC deck; (iii) HPC deck with internal curing; and (iv) very high performance concrete deck with internal curing. It was found that the use of internal curing can increase the service life of HPC bridge decks by almost ten years, which is mainly due to due a slower penetration of chlorides as a result of reduced cracking. |
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| Publication date | 2008-09-30 |
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| Publisher | CRC Press |
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| In | |
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| Language | English |
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| Peer reviewed | Yes |
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| NRC number | NRCC 50429
NRC-IRC-19575 |
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| NPARC number | 20377212 |
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| Export citation | Export as RIS |
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| Report a correction | Report a correction (opens in a new tab) |
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| Record identifier | 7899de5e-d302-4d38-aee8-b130b5d14bde |
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| Record created | 2012-07-24 |
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| Record modified | 2020-04-15 |
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