Evidence map›Paper›PMID 42230711›Full record

ArticleScientific reports2026

Mode I, Mode III and mixed-mode fracture behaviour of jute-sisal fiber reinforced ternary geopolymer concrete.

Aidana Bazarkhankyzy, Yelaman Aibuldinov, Zhanar Iskakova, Marzena Kurpińska, Hakim S Abdelgader, Siva Avudaiappan, Erick Saavedra Flores, G Murali

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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.

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1 · What the graph read from it

What it found

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2 · The registry

The trial behind it

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3 · Its place in the literature

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4 · The record

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5 · Who and what money

Authors and funding

8 authors.

Aidana BazarkhankyzyDepartment of Chemistry, Faculty of Natural Sciences, L.N. Gumilyov Eurasian National University, Satpayev str., 2, 010000, Astana, Kazakhstan.
Yelaman AibuldinovResearch Institute of New Chemical Technologies, L.N. Gumilyov, Eurasian National University, Satpayev str., 2, 010000, Astana, Kazakhstan.
Zhanar IskakovaResearch Institute of New Chemical Technologies, L.N. Gumilyov, Eurasian National University, Satpayev str., 2, 010000, Astana, Kazakhstan.
Marzena KurpińskaFaculty of Civil and Environmental Engineering, Gdansk University of Technology, Gdańsk, Poland. marzena.kurpinska@pg.edu.pl.
Hakim S AbdelgaderFaculty of Civil and Environmental Engineering, Gdansk University of Technology, Gdańsk, Poland.
Siva AvudaiappanDepartamento de Ciencias de La Construcción, Facultad de ciencias de la construccion y ordenamiento territorial, Universidad Tecnológica Metropolitana, Santiago, Chile.
Erick Saavedra FloresDepartamento de Ingeniería en Obras Civiles, Universidad de Santiago de Chile, Av. Ecuador 3659, Estación Central, Santiago, Chile.
G MuraliCentre for Promotion of Research, Graphic Era (Deemed to Be University), Clement Town, Dehradun, India.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

In this study, the fracture response of ternary geopolymer concrete (GC) comprising fly ash, slag, and silica fume reinforced with jute and sisal fibers was systematically examined under modes I, III, and mixed-mode loading regimes. Fiber lengths of 20, 40, and 60 mm at 0.5% by volume were incorporated to evaluate their influence on the fracture behavior. Employing the edge-notched disc bend configuration, this study quantified the effects of fiber type on the stress intensity factors, fracture toughness, effective fracture parameters, and mode mixity. The primary objective of this study is to clarify the mechanisms by which natural fibers influence crack initiation, propagation, and mode interaction in geopolymer concrete, thereby addressing existing deficiencies in the understanding of out-of-plane shear fracture and mixed-mode fracture behavior. The results revealed that the natural fibers significantly enhanced the GC fracture resistance, with optimum performance at a fiber length of 40 mm. Sisal fibers increased the mode I fracture toughness from 0.86 to 1.07 MPa·m

Indexed as

Fracture toughnessGeopolymer concreteJute fiberMicrostructurePure and mixed modeSisal fiber

Identifiers

PMID42230711
PMCPMC13469631

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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.