Microstructure, mechanical properties and interaction mechanism of seawater sea-sand engineered cementitious composite (SS-ECC) with Glass Fiber Reinforced Polymer (GFRP) bar

With increasing demand for sustainable and long-lasting materials, seawater sea-sand engineered cementitious composite (SS-ECC) has emerged as a promising alternative to conventional concrete in near-ocean construction projects. Glass fiber reinforced polymer (GFRP) bar with excellent corrosion resi...

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Published inComposite structures Vol. 343; p. 118302
Main Authors Wei, Jiaying, Ke, Linyuwen, Wang, Peng, Li, Weiwen, Leung, Christopher K.Y.
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.09.2024
Subjects
Engineered cementitious composite (ECC)
Glass fiber reinforced polymer (GFRP)
Load transfer mechanism
Mechanical properties
Pull-out test
Seawater sea-sand (SS)
Seawater sea-sand (SS)
Mechanical properties
Glass fiber reinforced polymer (GFRP)
Pull-out test
Engineered cementitious composite (ECC)
Load transfer mechanism
Online AccessGet full text
ISSN0263-8223
1879-1085
DOI10.1016/j.compstruct.2024.118302

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Abstract With increasing demand for sustainable and long-lasting materials, seawater sea-sand engineered cementitious composite (SS-ECC) has emerged as a promising alternative to conventional concrete in near-ocean construction projects. Glass fiber reinforced polymer (GFRP) bar with excellent corrosion resistance is an ideal choice for these applications. This study evaluated the bond performance of GFRP bars embedded in normal-strength ECC with polyvinyl alcohol (PVA) fibers and high-strength ECC with polyethylene (PE) fibers through pull-out tests. Additionally, tests were conducted on GFRP bars in pristine ECC made with freshwater and river sand for comparison. Further investigation explored the structural properties and uncovered load transfer mechanisms. Results indicated that saline content facilitated early cement hydration of normal-strength ECC, resulting in finer pore structure (10.5% lower porosity and 12.5% lower sorptivity), slightly enhanced compressive performance (1.2% higher compressive strength and 8.3% higher elastic modulus), denser microstructure at GFRP-ECC interface (13.7% lower porous transition zone thickness, 19.2% narrower transition zone and 19.7% higher Ca/Si ratio), and superior bond performance (28.3% higher bond strength and 22.6% higher fracture energy). Conversely, saline content imposed a limited impact on the mechanical properties of high-strength ECC, primarily attributed to the ultra-fine microstructure and early strength characteristics exhibited by the silica fume (SF)-based cementitious binder.
AbstractList With increasing demand for sustainable and long-lasting materials, seawater sea-sand engineered cementitious composite (SS-ECC) has emerged as a promising alternative to conventional concrete in near-ocean construction projects. Glass fiber reinforced polymer (GFRP) bar with excellent corrosion resistance is an ideal choice for these applications. This study evaluated the bond performance of GFRP bars embedded in normal-strength ECC with polyvinyl alcohol (PVA) fibers and high-strength ECC with polyethylene (PE) fibers through pull-out tests. Additionally, tests were conducted on GFRP bars in pristine ECC made with freshwater and river sand for comparison. Further investigation explored the structural properties and uncovered load transfer mechanisms. Results indicated that saline content facilitated early cement hydration of normal-strength ECC, resulting in finer pore structure (10.5% lower porosity and 12.5% lower sorptivity), slightly enhanced compressive performance (1.2% higher compressive strength and 8.3% higher elastic modulus), denser microstructure at GFRP-ECC interface (13.7% lower porous transition zone thickness, 19.2% narrower transition zone and 19.7% higher Ca/Si ratio), and superior bond performance (28.3% higher bond strength and 22.6% higher fracture energy). Conversely, saline content imposed a limited impact on the mechanical properties of high-strength ECC, primarily attributed to the ultra-fine microstructure and early strength characteristics exhibited by the silica fume (SF)-based cementitious binder.
ArticleNumber 118302
Author Ke, Linyuwen
Wang, Peng
Leung, Christopher K.Y.
Li, Weiwen
Wei, Jiaying
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  givenname: Peng
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  surname: Wang
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  organization: Department of Civil and Environmental Engineering, Hong Kong University of Science and Technology, Clear Water Bay, Hong Kong, China
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  givenname: Weiwen
  orcidid: 0000-0001-9533-6575
  surname: Li
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  organization: Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen, China
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  givenname: Christopher K.Y.
  surname: Leung
  fullname: Leung, Christopher K.Y.
  organization: Department of Civil and Environmental Engineering, Hong Kong University of Science and Technology, Clear Water Bay, Hong Kong, China
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Keywords Seawater sea-sand (SS)
Mechanical properties
Glass fiber reinforced polymer (GFRP)
Pull-out test
Engineered cementitious composite (ECC)
Load transfer mechanism
Language English
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Snippet With increasing demand for sustainable and long-lasting materials, seawater sea-sand engineered cementitious composite (SS-ECC) has emerged as a promising...
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StartPage 118302
SubjectTerms Engineered cementitious composite (ECC)
Glass fiber reinforced polymer (GFRP)
Load transfer mechanism
Mechanical properties
Pull-out test
Seawater sea-sand (SS)
Title Microstructure, mechanical properties and interaction mechanism of seawater sea-sand engineered cementitious composite (SS-ECC) with Glass Fiber Reinforced Polymer (GFRP) bar
URI https://dx.doi.org/10.1016/j.compstruct.2024.118302
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