Evidence map›Paper›PMID 33445781›Full record

ArticleMaterials (Basel, Switzerland)2021

Evaluation of Mode II Fracture Toughness of Hybrid Fibrous Geopolymer Composites.

Sallal R Abid, Gunasekaran Murali, Mugahed Amran, Nikolai Vatin, Roman Fediuk, Maria Karelina

Open access · goldAbstract read
In one paragraph

Article in Materials (Basel, Switzerland), 2021. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 17 papers.

0numbers the graph read from it
0cells of the map it votes in
17citing papers in PubMed
8.2field-weighted citation impact, top 2% of its field
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

17 citing papers in PubMed, 67 citations in OpenAlex.

  1. Recyclable Materials for Ecofriendly Technology.Materials (Basel, Switzerland) · 2022
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  3. Coal Ash Enrichment with Its Full Use in Various Areas.Materials (Basel, Switzerland) · 2022
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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

6 authors at 6 institutions in 5 countries.

Sallal R AbidCivil Engineering Department, Wasit University, Kut 52001, Iraq.ORCID 0000-0002-4023-7382
Gunasekaran MuraliSchool of Civil Engineering, SASTRA Deemed University, Thanjavur 613401, India.
Mugahed AmranDepartment of Civil Engineering, College of Engineering, Prince Sattam Bin Abdulaziz University, Alkharj 11942, Saudi Arabia.
Nikolai VatinHigher School of Industrial, Civil and Road Construction, Peter the Great St. Petersburg Polytechnic University, 195251 St. Petersburg, Russia.ORCID 0000-0002-1196-8004
Roman FediukPolytechnic Institute, Far Eastern Federal University, 690922 Vladivostok, Russia.ORCID 0000-0002-2279-1240
Maria KarelinaDepartment of Machinery Parts and Theory of Mechanisms, Moscow Automobile and Road Construction University, 125319 Moscow, Russia.
Far Eastern Federal University · RUMoscow Automobile and Road Construction State Technical University · RUPeter the Great St. Petersburg Polytechnic University · RUPrince Sattam Bin Abdulaziz University · SASASTRA University · INUniversity of Wasit · IQ

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

This research aims to examine the fracture toughness of hybrid fibrous geopolymer composites under mode II. For this purpose, eight geopolymer mixtures were cast and tested to evaluate the influence of steel and synthetic fiber hybridization on mode II fracture response. The first mixture was plain and was kept as a reference, while steel, polypropylene and glass fibers were used in the rest seven mixtures. The first three of which were mono-reinforced with one of the three fibers, while the rest of the four were hybrids reinforced with combinations of steel and synthetic fibers. The Brazilian center notched disc and the double notched cube test configurations were used to evaluate the mode II fracture toughness of the eight mixtures. The results of the tests showed that steel fibers played the vital role in enhancing the fracture toughness, where the mixtures S1.6 and S1.3G0.3 showed the best performance. The results also showed that increasing the notch depth decreased the fracture toughness with an approximate linear decrement fashion. It was found that the use of double-notched cubes resulted in much higher fracture toughness than the Brazilian notched discs, where the ratio of normalized fracture toughness of the disc specimens to cube specimens was approximately 0.37 to 0.47. This is attributed to the concentration of stresses along one defined path in the disc specimens compared to the multi-path stresses in the cube specimens. In addition, the accompanied tensile stresses in the disc specimens may lead to a mode I fracture before the designed mode II fracture.

Indexed as

fracture toughnessgeopolymer concreteglass fiberpolypropylene fibersteel fiber

Identifiers

PMID33445781
PMCPMC7828241
OpenAlexW3120341039

What OpenQuestion holds

Textmetadata
LicenceCC BY
Read underepoch 390

Registered trials

None linked

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.