Evidence map›Paper›PMID 42076371›Full record

ArticlePolymers2026

The Influence of Polymer Fibers on the Properties of Foam Concrete with a Complex Nanomodifying Additive: Finite Element Analysis and Experimental Study.

Alexey N Beskopylny, Sergey A Stel'makh, Evgenii M Shcherban', Diana M Shakhalieva, Andrei Chernil'nik, Ivan Panfilov, Nikita Beskopylny, Zhipeng Li, Weiyi Kong

Abstract read
In one paragraph

Article in Polymers, 2026. 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

9 authors.

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
Sergey A Stel'makhDepartment of Unique Buildings and Construction Engineering, Don State Technical University, 344003 Rostov-on-Don, Russia.ORCID 0000-0002-0364-5504
Evgenii M Shcherban'Department of Engineering Geometry and Computer Graphics, Don State Technical University, 344003 Rostov-on-Don, Russia.ORCID 0000-0001-5376-247X
Diana M ShakhalievaDepartment of Design, Don State Technical University, 344003 Rostov-on-Don, Russia.ORCID 0000-0002-8086-6300
Andrei Chernil'nikDepartment of Unique Buildings and Construction Engineering, Don State Technical University, 344003 Rostov-on-Don, Russia.ORCID 0000-0002-0103-2587
Ivan PanfilovDepartment of Theoretical and Applied Mechanics, Agribusiness Faculty, Don State Technical University, Gagarin Square, 344003 Rostov-on-Don, Russia.ORCID 0000-0002-0955-0282
Nikita BeskopylnyDepartment of Transport Systems, Faculty of Roads and Transport Systems, Don State Technical University, 344003 Rostov-on-Don, Russia.
Zhipeng LiSchool of Transportation and Civil Engineering, Shandong Jiaotong University, Jinan 250357, China.
Weiyi KongSchool of Transportation and Civil Engineering, Shandong Jiaotong University, Jinan 250357, China.

Funding

Russian Science Foundation 25-79-00121
6 · The paper itself

Abstract

Modern construction extensively utilizes foam concrete (FC) because of its distinct characteristics. However, its application is limited by its low strength properties. Developing high-strength FC by strengthening the matrix with various additives and incorporating various types of fibers into the composition is one of the most rational trends, consistent with the concept of sustainable and environmentally friendly construction. This study explores the impact of diverse polymer fibers on the strength and deformation characteristics of fiber-reinforced foam concrete (FRFC). The concrete's matrix is strengthened by a composite nanomodifying additive. A FEM model was developed, and experimental studies of the compressive and flexural strength of FRFC were conducted. In the numerical study, the FC matrix is described by the Menetrey-Willam model. Parameter calibration and model verification demonstrated good agreement with experimental data. Experiments and numerical simulations proved that polypropylene fibers enhance compressive strength by as much as 20% and flexural strength by 80%. The stress-strain condition of FRFC was numerically analyzed, considering the influence of steel, carbon, and glass fibers. It was shown that high-modulus polymer fibers quickly lose their adhesive properties and impair the deformation properties of the composite compared to polypropylene fibers.

Indexed as

carbon fibercompression strengthfiber foam concreteflexural strengthfoam concreteinterface bond strengthpolymer fiberpolypropylene fiber

Identifiers

PMID42076371
PMCPMC13120382

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.