Evidence map›Paper›PMID 35683244›Full record

ReviewMaterials (Basel, Switzerland)2022

Repeated Drop-Weight Impact Testing of Fibrous Concrete: State-Of-The-Art Literature Review, Analysis of Results Variation and Test Improvement Suggestions.

Sallal R Abid, Gunasekaran Murali, Jawad Ahmad, Thaar S Al-Ghasham, Nikolai Ivanovich Vatin

Open access · goldAbstract readReview
In one paragraph

Review in Materials (Basel, Switzerland), 2022. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 1 paper.

0numbers the graph read from it
0cells of the map it votes in
1citing papers in PubMed
2.4field-weighted citation impact, top 12% 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

1 citing paper in PubMed, 22 citations in OpenAlex.

  1. 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

5 authors at 3 institutions in 3 countries.

Sallal R AbidDepartment of Civil Engineering, Wasit University, Kut 52003, Iraq.ORCID 0000-0002-4023-7382
Gunasekaran MuraliPeter the Great St. Petersburg Polytechnic University, 195251 Saint Petersburg, Russia.
Jawad AhmadDepartment of Civil Engineering, Swedish College of Engineering and Technology Wah Cantt, Taxila 47040, Pakistan.ORCID 0000-0002-9890-7158
Thaar S Al-GhashamDepartment of Civil Engineering, Wasit University, Kut 52003, Iraq.ORCID 0000-0002-9379-5935
Nikolai Ivanovich VatinPeter the Great St. Petersburg Polytechnic University, 195251 Saint Petersburg, Russia.ORCID 0000-0002-1196-8004
Peter the Great St. Petersburg Polytechnic University · RUUniversity of Wasit · IQUniversity of Engineering and Technology Taxila · PK

Funding

Ministry of Science and Higher Education of the Russian Federation under the strategic academic leadership program Agreement 075-15-2021-1333 dated 30 September 2021
6 · The paper itself

Abstract

The ACI 544-2R introduced a qualitative test to compare the impact resistance of fibrous concretes under repeated falling-mass impact loads, which is considered to be a low-cost, quick solution for material-scale impact tests owing to the simplified apparatus, test setup and procedure, where none of the usual sophisticated sensors and data acquisition systems are required. However, previous studies showed that the test results are highly scattered with noticeably unacceptable variations, which encouraged researchers to try to use statistical tools to analyze the scattering of results and suggest modifications to reduce this unfavorable disadvantage. The current article introduces a state-of-the-art literature review on the previous and recent research on repeated impact testing of different types of fibrous concrete using the ACI 544-2R test, while focusing on the scattering of results and highlighting the adopted statistical distributions to analyze this scattering. The influence of different mixture parameters on the variation of the cracking and failure impact results is also investigated based on data from the literature. Finally, the article highlights and discusses the literature suggestions to modify the test specimen, apparatus and procedure to reduce the scattering of results in the ACI 544-2R repeated impact test. The conducted analyses showed that material parameters such as binder, aggregate and water contents in addition to the maximum size of aggregate have no effect on the variation of test results, while increasing the fiber content was found to have some positive influence on decreasing this variation. The survey conducted in this study also showed that the test can be modified to lower the unfavorable variations of impact and failure results.

Indexed as

fibrous concretenormal distributionrepeated impact testresults variationtest improvementWeibull distribution

Identifiers

PMID35683244
PMCPMC9182244
OpenAlexW4281783193

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.