2022
DOI: 10.1016/j.cemconcomp.2022.104508
|View full text |Cite|
|
Sign up to set email alerts
|

Studies on mechanical properties and durability of steel fiber reinforced concrete incorporating graphene oxide

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

0
16
0
1

Year Published

2023
2023
2024
2024

Publication Types

Select...
6
1

Relationship

1
6

Authors

Journals

citations
Cited by 56 publications
(17 citation statements)
references
References 35 publications
0
16
0
1
Order By: Relevance
“…Compared with P‐SA, the porous structure of P‐ATP/SA is denser (Figure 2F). It is attributed to the fact that ATP akin to reinforcing bars in concrete, thus enhancing the stability of P‐SA's 3D structure 34 . Figure S1 (see in the Supplementary Materials) highlights ATP's nano‐scale rod‐like structure.…”
Section: Resultsmentioning
confidence: 99%
See 1 more Smart Citation
“…Compared with P‐SA, the porous structure of P‐ATP/SA is denser (Figure 2F). It is attributed to the fact that ATP akin to reinforcing bars in concrete, thus enhancing the stability of P‐SA's 3D structure 34 . Figure S1 (see in the Supplementary Materials) highlights ATP's nano‐scale rod‐like structure.…”
Section: Resultsmentioning
confidence: 99%
“…It is attributed to the fact that ATP akin to reinforcing bars in concrete, thus enhancing the stability of P-SA's 3D structure. 34 Figure S1 (see in the Supplementary Materials) highlights ATP's nano-scale rod-like structure. Meanwhile, due to the addition of ATP, the surface of the aerogel becomes rougher and irregular clusters with non-uniform distribution appear.…”
Section: Photothermal and Joule Heating Performancementioning
confidence: 99%
“…When chlorides penetrate the concrete cover externally, they tend to be adsorbed into the main cement hydration product, calcium silicate hydrate (CSH), owing to their positive surface charge. The surface charge of CSH is primarily governed by the segregation of cementitious phases, the adsorption of ions, and the charge associated with the significantly high Ca 2+ ions present in the pore solution [67,68]. When chloride ions penetrate the concrete, a percentage of them are bound, whilst the remaining free chloride ions passage through the pore solution with the aid of different transport mechanisms.…”
Section: Chloride-binding Mechanismsmentioning
confidence: 99%
“…Moreover, 0.03 wt.% of graphene oxide was found to be the optimum amount for improving the concrete's resistance to chloride. The chloride ion resistance of graphene oxide-modified, steel fibre-reinforced concrete is illustrated in Figure 12 [109]. Zhang et al [110] evaluated the durability of marine concrete doped with nanoparticles.…”
Section: Chloride Ion Penetration Of Concrete Enhanced With Nanomater...mentioning
confidence: 99%
“…Figure 12. The chloride ion resistance of graphene oxide-modified, steel fibre-reinforced concrete.Reproduced with permission from[109], (Cement and Concrete Composites); published by (Elsevier), (2022) (Note: SFRC: 0% graphene oxide, GOSFR-1: 0.01%wt. graphene oxide, GOSFRC-3: 0.03 wt.%, GOSFRC-5: 0.05 wt.%, GOSFRC: 0.07% graphene oxide).…”
mentioning
confidence: 99%