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Title: Effect of sustained loads on the durability of GFRP bars with and without UHP-ECC cover
Authors: Hao, ZH 
Zeng, JJ
Issue Date: 15-Jun-2024
Source: Engineering structures, 15 June 2024, v. 309, 118050
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.
Keywords: Durability
Engineered cementitious composites (ECC)
GFRP bar
Sustained load
Ultra-high-performance concrete (UHPC)
Publisher: Elsevier Ltd
Journal: Engineering structures 
ISSN: 0141-0296
EISSN: 1873-7323
DOI: 10.1016/j.engstruct.2024.118050
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/).
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.
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