Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/109979
DC Field | Value | Language |
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dc.contributor | Department of Civil and Environmental Engineering | - |
dc.creator | Hao, ZH | - |
dc.creator | Zeng, JJ | - |
dc.date.accessioned | 2024-11-20T07:30:40Z | - |
dc.date.available | 2024-11-20T07:30:40Z | - |
dc.identifier.issn | 0141-0296 | - |
dc.identifier.uri | http://hdl.handle.net/10397/109979 | - |
dc.language.iso | en | en_US |
dc.publisher | Elsevier Ltd | en_US |
dc.rights | © 2024 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/). | en_US |
dc.rights | The following publication Hao, Z.-H., & Zeng, J.-J. (2024). Effect of sustained loads on the durability of GFRP bars with and without UHP-ECC cover. Engineering Structures, 309, 118050 is available at https://doi.org/10.1016/j.engstruct.2024.118050. | en_US |
dc.subject | Durability | en_US |
dc.subject | Engineered cementitious composites (ECC) | en_US |
dc.subject | GFRP bar | en_US |
dc.subject | Sustained load | en_US |
dc.subject | Ultra-high-performance concrete (UHPC) | en_US |
dc.title | Effect of sustained loads on the durability of GFRP bars with and without UHP-ECC cover | en_US |
dc.type | Journal/Magazine Article | en_US |
dc.identifier.volume | 309 | - |
dc.identifier.doi | 10.1016/j.engstruct.2024.118050 | - |
dcterms.abstract | Fiber-reinforced polymer (FRP) bar reinforced ultra high-performance engineered cementitious composite (UHP-ECC) structures (referred to as FRP-UHP-ECC structures) have been demonstrated to have excellent mechanical properties, while their durability in the alkaline environment has never been explored, particularly when being subjected to tensile loadings. To this end, this article aims to investigate the effects of sustained loads on the durability performance of Glass FRP (GFRP) bars embedded in UHP-ECCs while immersed in an alkaline solution. The test results revealed that the effect of elevated temperatures was exacerbated when specimens were subjected to even a low sustained load (20 % of ultimate strength). Furthermore, UHP-ECC covers considerably postponed the degradation of GFRP bars. Nevertheless, the protective effects of UHP-ECC covers were nearly entirely compromised when the specimens were subjected to sustained loads. The findings of this study provide useful knowledge for a comprehensive evaluation of the durability of GFRP bars under UHP-ECC environments. | - |
dcterms.accessRights | open access | en_US |
dcterms.bibliographicCitation | Engineering structures, 15 June 2024, v. 309, 118050 | - |
dcterms.isPartOf | Engineering structures | - |
dcterms.issued | 2024-06-15 | - |
dc.identifier.scopus | 2-s2.0-85190859504 | - |
dc.identifier.eissn | 1873-7323 | - |
dc.identifier.artn | 118050 | - |
dc.description.validate | 202411 bcch | - |
dc.description.oa | Version of Record | en_US |
dc.identifier.FolderNumber | OA_Scopus/WOS | en_US |
dc.description.fundingSource | Others | en_US |
dc.description.fundingText | Australian Research Council | en_US |
dc.description.pubStatus | Published | en_US |
dc.description.oaCategory | CC | en_US |
Appears in Collections: | Journal/Magazine Article |
Files in This Item:
File | Description | Size | Format | |
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1-s2.0-S0141029624006126-main.pdf | 4.82 MB | Adobe PDF | View/Open |
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