Evidence map›Paper›PMID 40574237›Full record

ArticlePolymers2025

Geopolymer Concrete Physical and Mechanical Properties on a Combined Binder Reinforced with Dispersed Polypropylene Fiber.

Sergei A Stel'makh, Alexey N Beskopylny, Evgenii M Shcherban, Diana Elshaeva, Andrei Chernilnik, Denis Kuimov, Alexandr Evtushenko, Samson Oganesyan

Abstract read
In one paragraph

Article in Polymers, 2025. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 3 papers.

0numbers the graph read from it
0cells of the map it votes in
3citing 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

3 citing papers in PubMed.

  1. Article
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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.

Sergei A Stel'makhDepartment of Unique Buildings and Constructions Engineering, Don State Technical University, 344003 Rostov-on-Don, Russia.ORCID 0000-0002-0364-5504
Alexey N BeskopylnyDepartment of Transport Systems, Faculty of Roads and Transport Systems, Don State Technical University, 344003 Rostov-on-Don, Russia.ORCID 0000-0002-6173-9365
Evgenii M ShcherbanDepartment of Engineering Geometry and Computer Graphics, Don State Technical University, 344003 Rostov-on-Don, Russia.ORCID 0000-0001-5376-247X
Diana ElshaevaDepartment of Unique Buildings and Constructions Engineering, Don State Technical University, 344003 Rostov-on-Don, Russia.ORCID 0000-0002-8086-6300
Andrei ChernilnikDepartment of Unique Buildings and Constructions Engineering, Don State Technical University, 344003 Rostov-on-Don, Russia.ORCID 0000-0002-0103-2587
Denis KuimovDepartment of Digital Technologies and Platforms in Electric Power Industry, Faculty of Energy and Oil and Gas Industry, Don State Technical University, 344003 Rostov-on-Don, Russia.
Alexandr EvtushenkoDepartment of Unique Buildings and Constructions Engineering, Don State Technical University, 344003 Rostov-on-Don, Russia.
Samson OganesyanDepartment of Unique Buildings and Constructions Engineering, Don State Technical University, 344003 Rostov-on-Don, Russia.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

Geopolymer concrete is a promising construction material that acts as an alternative to cement concrete. Unlike traditional cement concrete, geopolymers are environmentally friendly materials, the production of which does not involve significant carbon dioxide emissions. However, the structure formation and properties of geopolymers significantly depend on raw materials and are insufficiently studied. The aim of the study is to select the optimal combination of ground granulated blast furnace slag (GGBS) and fly ash (FA) as a binder and the optimal content of polypropylene fiber to create a sustainable, environmentally friendly and effective geopolymer concrete. To study various compositions of geopolymer binders selected by combining GGBS and FA, experimental geopolymer concrete mixtures and samples from them were manufactured. The density and slump of fresh concrete and the density and compressive strength of hardened composites were studied as mechanical characteristics. The microstructure of the geopolymer matrix was analyzed using optical and scanning electron microscopes. The most rational combination of GGBS 80% and FA 20% was determined, which allows obtaining a composite with the highest compressive strength of up to 31.5 MPa. A dispersion reinforcement study revealed that 0.8% polypropylene fiber (PF) is optimal. This allowed us to increase the compressive strength by 7.3% and the flexural strength by 48.7%. The geopolymer fiber concrete obtained in this study is a sustainable and environmentally friendly alternative composite material and has sufficient performance properties for its use as an alternative to cement concrete.

Indexed as

aluminosilicate componentcompressive strengthdispersed reinforcementgeopolymer concretepolypropylene fiber (PF)

Identifiers

PMID40574237
PMCPMC12196816

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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.