Evidence map›Paper›PMID 41832192›Full record

ArticleScientific reports2026

Cost-effective FRP solutions for enhancing strength and strain of sustainable concrete made with waste tyre rubber.

Panumas Saingam, Burachat Chatveera, Qudeer Hussain, Gritsada Sua-Iam, Preeda Chaimahawan, Chisanuphong Suthumma, Afaq Ahmad

Abstract read
In one paragraph

Article in Scientific reports, 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

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

0 citing papers in PubMed.

No citing paper in PubMed yet.

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

7 authors.

Panumas SaingamDepartment of Civil Engineering, School of Engineering, King Mongkut's Institute of Technology Ladkrabang, Bangkok, 10520, Thailand.
Burachat ChatveeraDepartment of Civil Engineering, Faculty of Engineering, Thammasat University (Rangsit Campus), Pathum Thani, 12121, Thailand.
Qudeer HussainDepartment of Civil Engineering, Kasem Bunding University, Bangkok, Thailand.
Gritsada Sua-IamDepartment of Civil Engineering, Faculty of Engineering, Rajamangala University of Technology Phra Nakhon, Bangkok, 10800, Thailand.
Preeda ChaimahawanSchool of Engineering, University of Phayao, Phayao, Thailand. preeda.ch@up.ac.th.
Chisanuphong SuthummaDepartment of Civil Engineering, Faculty of Engineering at Kamphaeng Saen, Kasetsart University, Nakhon Pathom, 73140, Thailand. chisanuphong.s@ku.th.
Afaq AhmadFaculty of Technology, Art and Design, OsloMet University, Oslo, Norway. afaq.ahmad@oslomet.no.

Funding

King Mongkut's Institute of Technology Ladkrabang RE-KRIS/FF68/16
6 · The paper itself

Abstract

This study investigates the compressive behavior and analytical modeling of natural and rubberized concretes confined with cost-effective glass fiber-reinforced polymer (GFRP) jackets. Forty-two cylindrical specimens were tested under axial compression, including natural aggregate concrete (NAC) and rubberized concretes (RuC) prepared with 20% fine aggregate replacement using coarse (2.0 mm) and fine (0.425 mm) waste tire rubber. Both full and strip GFRP wrapping configurations with two, four, and six layers were examined. The results showed that GFRP confinement substantially enhanced both strength and ductility, transforming brittle failure into a gradual, energy-absorbing response. Full wrapping produced up to 63% and 90% strength increases for NAC and rubberized concretes, respectively, with ultimate strain gains exceeding 1300% in the fine-rubber mix. Strip wrapping achieved moderate yet significant improvements while offering material savings. Analytical models were developed for both concrete types to predict confined stress-strain behavior, achieving strong correlations (R

Indexed as

Analytical modelAxial compressionGFRP confinementRubberized concreteSustainable materialsWaste tyre rubber

Identifiers

PMID41832192
PMCPMC13121448

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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.