Evidence map›Paper›PMID 35897626›Full record

ArticleMaterials (Basel, Switzerland)2022

Flexural Strength Prediction of Steel Fiber-Reinforced Concrete Using Artificial Intelligence.

Dong Zheng, Rongxing Wu, Muhammad Sufian, Nabil Ben Kahla, Miniar Atig, Ahmed Farouk Deifalla, Oussama Accouche, Marc Azab

Abstract read
In one paragraph

Article 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 14 papers.

0numbers the graph read from it
0cells of the map it votes in
14citing 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

14 citing papers in PubMed.

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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.

Dong ZhengSchool of Architectural Engineering, Ningbo Polytechnic, Ningbo 315800, China.
Rongxing WuSchool of Architectural Engineering, Ningbo Polytechnic, Ningbo 315800, China.ORCID 0000-0003-1401-0544
Muhammad SufianSchool of Civil Engineering, Southeast University, Nanjing 210096, China.ORCID 0000-0001-6777-0219
Nabil Ben KahlaDepartment of Civil Engineering, College of Engineering, King Khalid University, Abha 61421, Saudi Arabia.
Miniar AtigLaboratory of Systems and Applied Mechanics, Tunisia Polytechnic School, University of Carthage, La Marsa, Tunis 2078, Tunisia.
Ahmed Farouk DeifallaStructural Engineering and Construction Management Department, Faculty of Engineering and Technology, Future University in Egypt, Cairo 11835, Egypt.ORCID 0000-0003-1758-3743
Oussama AccoucheCollege of Engineering and Technology, American University of the Middle East, Egaila 54200, Kuwait.
Marc AzabCollege of Engineering and Technology, American University of the Middle East, Egaila 54200, Kuwait.ORCID 0000-0003-0173-3209

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

Research has focused on creating new methodologies such as supervised machine learning algorithms that can easily calculate the mechanical properties of fiber-reinforced concrete. This research aims to forecast the flexural strength (FS) of steel fiber-reinforced concrete (SFRC) using computational approaches essential for quick and cost-effective analysis. For this purpose, the SFRC flexural data were collected from literature reviews to create a database. Three ensembled models, i.e., Gradient Boosting (GB), Random Forest (RF), and Extreme Gradient Boosting (XGB) of machine learning techniques, were considered to predict the 28-day flexural strength of steel fiber-reinforced concrete. The efficiency of each method was assessed using the coefficient of determination (R

Indexed as

concreteconstruction materialsflexural strengthmechanical characteristicssteel fibersteel fiber-reinforced concrete

Identifiers

PMID35897626
PMCPMC9332776

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.