Long-term performance of fiber reinforced cementitious composites with high ductility under seawater attack with different salinities

被引:31
作者
Wang, Wenrui [1 ]
Xu, Shilang [1 ]
Li, Qinghua [1 ]
Dong, Shilin [2 ]
机构
[1] Zhejiang Univ, Inst Adv Engn Struct & Mat, Hangzhou 310058, Peoples R China
[2] Zhejiang Univ, Space Struct Res Ctr, Hangzhou 310058, Peoples R China
基金
中国国家自然科学基金;
关键词
Seawater attack; Fiber reinforced cementitious composites; Fiber-matrix interface; Strain capacity; Microscopic analyses; FLY-ASH; SULFATE ATTACK; CHLORIDE-IONS; DIFFUSION BEHAVIOR; DESIGN CRITERIA; CONCRETE; DURABILITY; STRENGTH; ECC; PERMEABILITY;
D O I
10.1016/j.conbuildmat.2021.126164
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
With high toughness and tight crack control, fiber reinforced cementitious composites with high ductility is promising to be applied to hydraulic structures. To study its long-term performance under marine environment, specimens were exposed to seawater with different salinities for 12 months. Mechanical properties were measured periodically accompanied with microscopic analyses. After exposed to seawater with typical salinity (3.5%), the ultimate tensile stress of specimens increased significantly while the strain capacity decreased compared to specimens exposed to water. Interestingly, as the salinity of seawater increased (>17.5%), the toughness of composites would be enhanced. A reduction in porosity and crack width of specimens exposed to seawater was also detected. Based on the diverse behaviors of specimens exposed to different salinities of seawater in this study, to simulate the real marine environment in laboratory investigations, attention should be.
引用
收藏
页数:15
相关论文
共 74 条
  • [51] Mechanism of sulfate attack: a fresh look Part 2. Proposed mechanisms
    Santhanam, M
    Cohen, MD
    Olek, J
    [J]. CEMENT AND CONCRETE RESEARCH, 2003, 33 (03) : 341 - 346
  • [52] Differentiating seawater and groundwater sulfate attack in Portland cement mortars
    Santhanam, Manu
    Cohen, Menashi
    Olek, Jan
    [J]. CEMENT AND CONCRETE RESEARCH, 2006, 36 (12) : 2132 - 2137
  • [53] Numerical simulation of cementitious materials degradation under external sulfate attack
    Sarkar, S.
    Mahadevan, S.
    Meeussen, J. C. L.
    van der Sloot, H.
    Kosson, D. S.
    [J]. CEMENT & CONCRETE COMPOSITES, 2010, 32 (03) : 241 - 252
  • [54] Durability and strength evaluation of high-performance concrete in marine structures
    Seleem, Hosam El-Din H.
    Rashad, Alaa M.
    El-Sabbagh, Basil A.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2010, 24 (06) : 878 - 884
  • [55] Shi X., 2009, The Open Civil Engineering Journal, P16, DOI DOI 10.2174/1874149500903010016
  • [56] Influence of cation type on diffusion behavior of chloride ions in concrete
    Song, Zijian
    Jiang, Linhua
    Liu, Jianzhong
    Liu, Jiaping
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2015, 99 : 150 - 158
  • [57] THE BINDING OF CHLORIDE-IONS BY SULFATE RESISTANT PORTLAND-CEMENT
    SURYAVANSHI, AK
    SCANTLEBURY, JD
    LYON, SB
    [J]. CEMENT AND CONCRETE RESEARCH, 1995, 25 (03) : 581 - 592
  • [58] Sutter L, 2006, TRANSPORT RES REC, P60
  • [59] Comparative and semi-quantitative XRD analysis of Friedel's salt originating from pozzolan and Portland cement
    Talero, R.
    Trusilewicz, L.
    Delgado, A.
    Pedrajas, C.
    Lannegrand, R.
    Rahhal, V.
    Mejia, R.
    Delvasto, S.
    Ramirez, F. A.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (05) : 2370 - 2380
  • [60] The effect of supplementary cementitious materials on chloride binding in hardened cement paste
    Thomas, M. D. A.
    Hooton, R. D.
    Scott, A.
    Zibara, H.
    [J]. CEMENT AND CONCRETE RESEARCH, 2012, 42 (01) : 1 - 7