Evidence map›Paper›PMID 40640220›Full record

ArticleScientific reports2025

Mechanical property enhancement in concrete composites with hybrid polypropylene fibre reinforcement.

Chiang Ti Tan, Ming Kun Yew, Ming Chain Yew, Foo Wei Lee, Siong Kang Lim, Jing Han Beh, Jin Chai Lee, Jee Hock Lim

Abstract read
In one paragraph

Article in Scientific reports, 2025. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 2 papers.

0numbers the graph read from it
0cells of the map it votes in
2citing 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

2 citing papers in PubMed.

  1. Article
  2. 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

8 authors.

Chiang Ti TanLee Kong Chian Faculty of Engineering and Science, Universiti Tunku Abdul Rahman, Bandar Sungai Long, Cheras, 43000, Kajang, Malaysia.
Ming Kun YewLee Kong Chian Faculty of Engineering and Science, Universiti Tunku Abdul Rahman, Bandar Sungai Long, Cheras, 43000, Kajang, Malaysia. yewmk@utar.edu.my.
Ming Chain YewDepartment of Mechanical Engineering, Universiti Teknologi PETRONAS, Bandar Seri Iskandar, 32610, Perak, Malaysia.
Foo Wei LeeLee Kong Chian Faculty of Engineering and Science, Universiti Tunku Abdul Rahman, Bandar Sungai Long, Cheras, 43000, Kajang, Malaysia.
Siong Kang LimLee Kong Chian Faculty of Engineering and Science, Universiti Tunku Abdul Rahman, Bandar Sungai Long, Cheras, 43000, Kajang, Malaysia.
Jing Han BehLee Kong Chian Faculty of Engineering and Science, Universiti Tunku Abdul Rahman, Bandar Sungai Long, Cheras, 43000, Kajang, Malaysia.
Jin Chai LeeDepartment of Civil Engineering, UCSI University, Cheras, 56000, Kuala Lumpur, Malaysia.
Jee Hock LimLee Kong Chian Faculty of Engineering and Science, Universiti Tunku Abdul Rahman, Bandar Sungai Long, Cheras, 43000, Kajang, Malaysia.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

Hybrid fibre-reinforced concrete is a specialised construction material known for its enhanced mechanical strength and durability. However, there is limited research available on hybridising three types of fibre in concrete. In this study, concrete was enhanced by incorporating three types of polypropylene (PP) fibre, namely Macro, Barchip and Monofilament PP fibre, with volume fractions of 0%, 0.1%, 0.2%, and 0.3%. Recycled granite powder was also used to partially replace fine aggregate to improve matrix density and promote sustainability. Results revealed that increasing fibre volume fractions significantly boosted mechanical properties. The Macro-Barchip-Monofilament (MBM) PP fibre mixture showed superior strength performance compared to the Barchip-Monofilament (BM) PP fibre mixture, with the MBM mix with fibre volume fractions of 0.3% achieving compressive, splitting tensile, and flexural strength improvements of 4.84%, 10.02%, and 15.83%, respectively. These enhancements were largely due to the combined effects of the hybrid PP fibres. While Barchip PP fibre effectively mitigated crack propagation, Macro PP fibre offered fine reinforcement to limit crack widths. Meanwhile, the dispersion of Monofilament PP fibre within the concrete matrix contributed to increased homogeneity. Nevertheless, the addition of hybrid PP fibres adversely affected workability, as evidenced by a 58.33% drop in slump values and an 84.62% rise in Vebe time. Furthermore, the ultrasonic pulse velocity (UPV) test highlighted advancements in concrete quality and scanning electron microscope (SEM) analysis demonstrated that fibre reinforcement enhanced the microstructure and bonding within the concrete. Post-cracking performance assessments confirmed the role of hybrid PP fibres in improving residual strength. Altogether, the findings indicate that hybrid PP fibre-reinforced concrete holds significant potential for creating durable and sustainable building materials.

Indexed as

Composite materialsFibre-reinforced concreteHybrid polypropylene fibreMechanical propertiesRecycled material

Identifiers

PMID40640220
PMCPMC12246262

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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.