Evidence map›Paper›PMID 35806575›Full record

ArticleMaterials (Basel, Switzerland)2022

Using Machine Learning Algorithms to Estimate the Compressive Property of High Strength Fiber Reinforced Concrete.

Li Dai, Xu Wu, Meirong Zhou, Waqas Ahmad, Mujahid Ali, Mohanad Muayad Sabri Sabri, Abdelatif Salmi, Dina Yehia Zakaria Ewais

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 4 papers.

0numbers the graph read from it
0cells of the map it votes in
4citing 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

4 citing papers in PubMed.

  1. Article
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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.

Li DaiSchool of Civil Engineering and Architecture, Nantong Institute of Technology (NIT), Nantong 226000, China.
Xu WuSchool of Civil Engineering and Architecture, Nantong Institute of Technology (NIT), Nantong 226000, China.
Meirong ZhouSchool of Civil Engineering and Architecture, Nantong Institute of Technology (NIT), Nantong 226000, China.
Waqas AhmadDepartment of Civil Engineering, Abbottabad Campus, COMSATS University Islamabad, Abbottabad 22060, Pakistan.ORCID 0000-0002-1668-7607
Mujahid AliDepartment of Civil and Environmental Engineering, Universiti Teknologi Petronas, Seri Iskandar 32610, Perak, Malaysia.ORCID 0000-0003-4376-0459
Mohanad Muayad Sabri SabriPeter the Great St. Petersburg Polytechnic University, 195251 St. Petersburg, Russia.ORCID 0000-0003-3154-8207
Abdelatif SalmiDepartment of Civil Engineering, College of Engineering, Prince Sattam Bin Abdulaziz University, AlKharj 16273, Saudi Arabia.
Dina Yehia Zakaria EwaisStructural Engineering, Faculty of Engineering and Technology, Future University in Egypt, New Cairo City 11835, Egypt.ORCID 0000-0002-9453-3785

Funding

National Natural Science Foundation of China E080501&E080505
6 · The paper itself

Abstract

The low tensile strain capacity and brittle nature of high-strength concrete (HSC) can be improved by incorporating steel fibers into it. Steel fibers' addition in HSC results in bridging behavior which improves its post-cracking behavior, provides cracks arresting and stresses transfer in concrete. Using machine learning (ML) techniques, concrete properties prediction is an effective solution to conserve construction time and cost. Therefore, sophisticated ML approaches are applied in this study to predict the compressive strength of steel fiber reinforced HSC (SFRHSC). To fulfil this purpose, a standalone ML model called Multiple-Layer Perceptron Neural Network (MLPNN) and ensembled ML algorithms named Bagging and Adaptive Boosting (AdaBoost) were employed in this study. The considered parameters were cement content, fly ash content, slag content, silica fume content, nano-silica content, limestone powder content, sand content, coarse aggregate content, maximum aggregate size, water content, super-plasticizer content, steel fiber content, steel fiber diameter, steel fiber length, and curing time. The application of statistical checks, i.e., root mean square error (RMSE), determination coefficient (R

Indexed as

building materialcompressive strengthconcretehigh strength concretesteel fiber

Identifiers

PMID35806575
PMCPMC9267573

What OpenQuestion holds

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LicenceCC BY
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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.