Evidence map›Paper›PMID 40497871›Full record

ArticleNanomaterials (Basel, Switzerland)2025

Smart Cement-Based Materials Reinforced with CNT-Grafted CFs: Preparation and Performance Evaluation.

Xiaoyan Liu, Xiangwei Guo, Junqing Zuo, Aihua Liu, Haifeng Li, Feng Fu, Gangao Wang, Qianwen Hu, Surendra P Shah

Abstract read
In one paragraph

Article in Nanomaterials (Basel, Switzerland), 2025. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 1 paper.

0numbers the graph read from it
0cells of the map it votes in
1citing papers in PubMed
–field-weighted citation impact
1 · What the graph read from it

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

The trial behind it

Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.

Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

1 citing paper in PubMed.

  1. Article
4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

9 authors.

Xiaoyan LiuCollege of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China.ORCID 0000-0002-2696-6925
Xiangwei GuoCollege of Material Science and Engineering, Hohai University, Changzhou, 213000, China.
Junqing ZuoShanghai Construction Building Materials Technology Group Co., Ltd., Shanghai 200086, China.
Aihua LiuCollege of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China.
Haifeng LiPearl River Water Resources Research Institute, Guangzhou 510000, China.
Feng FuShanghai Investigation, Design and Research Institute Co., Ltd., Shanghai 200335, China.
Gangao WangCollege of Material Science and Engineering, Hohai University, Changzhou, 213000, China.
Qianwen HuCollege of Material Science and Engineering, Hohai University, Changzhou, 213000, China.
Surendra P ShahCenter for Advanced Construction Materials, Department of Civil Engineering, University of Texas at Arlington, Arlington, TX 76019, USA.

Funding

Jiangsu Province Department of Science and Technology No. BE2022605the National Key R&D Program of China No. 2019YFC1906200the National Natural Science Foundation of China No. 51879093 and 52108206
6 · The paper itself

Abstract

Smart cement-based materials have the potential to monitor the health of structures. The performances of composites with various kinds of conductive fillers have been found to be sensitive and stable. However, poor dispersion of conductive fillers limits their application. This study adopted the coupling agent method to attach carbon nanotubes (CNTs) onto the surface of carbon fibers (CFs). The CNT-grafted CFs (CNT-CFs) were adopted as conductive fillers to develop a CNT-CF-incorporated cementitious composite (CNT-CF/CC). The feasibility of this approach was demonstrated through Scanning Electron Microscopy (SEM) analysis and X-ray Photoelectron Spectroscopy (XPS) analysis. The CNT-CF/CC exhibited excellent conductivity because of the introduction of CNTs compared with the CF-incorporated cementitious composite (CF/CC). The CNT-CF/CC reflected huge responses under different temperatures and moisture contents. Even under conditions of high humidity or elevated temperatures, the CNT-CF/CC demonstrated stable performance and exhibited a broad measurement range. The introduction of CNT-CFs also enhanced the mechanical properties of the composite, displaying superior piezoresistivity. The failure load for the CNT-CF/CC reached 25 kN and the maximum FCR was 24.77%. In the cyclic loading, the maximum FCR reached 20.03% when subjected to peak cyclic load at 45% of the failure load. The additional conductive pathways introduced by CNTs enhanced the conductivity and sensitivity of the composite. And the anchoring connection between CNT-CFs and the cement matrix has been identified as a primary factor enhancing the stability in performance.

Indexed as

carbon fiberscarbon nanotubesconductivitysensitivitysmart cement-based material

Identifiers

PMID40497871
PMCPMC12157885

What OpenQuestion holds

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Registered trials

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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.