Experimental study on bond durability of GFRP bar/engineered cementitious composite exposed to freeze-thaw environments-Reference-Cited by-同舟云学术

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Experimental study on bond durability of GFRP bar/engineered cementitious composite exposed to freeze-thaw environments

Published:2024-05 Issue: Volume:84 Page:108592
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

Wang Hui,Wu Lili,Xu Xiang,Lin Zhibin^ORCID

Publisher

Elsevier BV

Reference56 articles.

1. A working hypothesis for further studies of frost resistance of concrete;Powers;J. Am. Concr. Inst.,1945

2. Freezing Effects in Concrete, Durability of Concrete;Powers,1975

3. Theory of volume changes in hardened portland cement paste during freezing;Powers;Highway Research Board Proceedings,1953

4. Frost resistance and microstructure of Engineered Cementitious Composites: influence of fly ash and micro poly-vinyl-alcohol fiber;Şahmaran;Cement Concr. Compos.,2012

5. The effect of freeze–thaw cycles on flexural behaviour of FRP-reinforced ECC beams;Wang;Arch. Civ. Mech. Eng.,2021

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Bond Durability of GFRP and BFRP Bars embedded in PVA Fiber–Reinforced Seawater and Sea-Sand Concrete under Seawater Freeze–Thaw Cycles;Journal of Composites for Construction;2024-10

2. Study on the effect of strain rate on the bond performance between GFRP bars and ECC after seawater freeze-thaw cycles;Journal of Building Engineering;2024-08

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