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author:

Xiong, Xiaoli (Xiong, Xiaoli.) [1] | Yang, Zhengxian (Yang, Zhengxian.) [2] (Scholars:杨政险) | Yan, Xueyuan (Yan, Xueyuan.) [3] (Scholars:颜学渊) | Zhang, Yong (Zhang, Yong.) [4] (Scholars:张勇) | Dong, Shilin (Dong, Shilin.) [5] | Li, Kang (Li, Kang.) [6] | Briseghella, Bruno (Briseghella, Bruno.) [7] (Scholars:BRUNO BRISEGHLLA) | Marano, Giuseppe Carlo (Marano, Giuseppe Carlo.) [8]

Indexed by:

EI Scopus SCIE

Abstract:

Engineered cementitious composites (ECC) achieve exceptional ductility and durability, but the heavy reliance on cement has notable environmental impacts. In this work, the steel slag (SS) and ground granulated blast furnace slag (GGBFS) are introduced into ECC by largely substituting cement. The impact of SS and GGBFS content on ECC's mechanical performance is analyzed at macro and micro scales in terms of fiber dispersion, mechanical properties, cracking patterns, cement hydration, and microstructure. The results demonstrate that SS can enhance fiber dispersion due to the low water demand and the strong electronic double layer formed on the surface of SS particles. While ECC with a high volume of SS alone (60 wt% SS) lacks the necessary strength for structural applications, the combination of GGBFS and SS exhibits favorable hydration properties and can effectively refine the pore structure. Thus, ECC with GGBFS and SS attains ideal toughness. ASTM C 1018 based toughness indices reveal that the Imax of ECC with 30 wt% GGBFS and 30 wt% SS is 2.30 times that of OPC based ECC. A sustainability analysis demonstrates that substituting 30 wt% SS and 30 wt% GGBFS for cement leads to a 33% reduction in energy consumption and a 53% decrease in CO2 emissions of ECC.

Keyword:

Engineered cementitious composites Ground granulated blast furnace slag Hydration Steel slag Toughness

Community:

  • [ 1 ] [Xiong, Xiaoli]Fuzhou Univ, Coll Civil Engn, Joint Int Res Lab Deteriorat & Control Coastal & M, Fuzhou 350108, Peoples R China
  • [ 2 ] [Yang, Zhengxian]Fuzhou Univ, Coll Civil Engn, Joint Int Res Lab Deteriorat & Control Coastal & M, Fuzhou 350108, Peoples R China
  • [ 3 ] [Yan, Xueyuan]Fuzhou Univ, Coll Civil Engn, Joint Int Res Lab Deteriorat & Control Coastal & M, Fuzhou 350108, Peoples R China
  • [ 4 ] [Zhang, Yong]Fuzhou Univ, Coll Civil Engn, Joint Int Res Lab Deteriorat & Control Coastal & M, Fuzhou 350108, Peoples R China
  • [ 5 ] [Dong, Shilin]Fuzhou Univ, Coll Civil Engn, Joint Int Res Lab Deteriorat & Control Coastal & M, Fuzhou 350108, Peoples R China
  • [ 6 ] [Li, Kang]Fuzhou Univ, Coll Civil Engn, Joint Int Res Lab Deteriorat & Control Coastal & M, Fuzhou 350108, Peoples R China
  • [ 7 ] [Briseghella, Bruno]Fuzhou Univ, Coll Civil Engn, Joint Int Res Lab Deteriorat & Control Coastal & M, Fuzhou 350108, Peoples R China
  • [ 8 ] [Marano, Giuseppe Carlo]Politecn Torino, Dept Struct Geotech & Bldg Engn, Corso Duca Abruzzi 24, I-10129 Turin, Italy
  • [ 9 ] [Yang, Zhengxian]Fuzhou Univ, Coll Civil Engn, Fuzhou 350116, Peoples R China
  • [ 10 ] [Zhang, Yong]Fuzhou Univ, Coll Civil Engn, Fuzhou 350116, Peoples R China

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Source :

CONSTRUCTION AND BUILDING MATERIALS

ISSN: 0950-0618

Year: 2023

Volume: 398

7 . 4

JCR@2023

7 . 4 0 0

JCR@2023

ESI Discipline: MATERIALS SCIENCE;

ESI HC Threshold:49

JCR Journal Grade:1

CAS Journal Grade:1

Cited Count:

WoS CC Cited Count: 20

SCOPUS Cited Count: 15

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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