Correction: Khan et al. Estimating Flexural Strength of FRP Reinforced Beam Using Artificial Neural Network and Random Forest Prediction Models. Polymers 2022, 14, 2270

Authors

Mudassir Iqbal (ORCID: https://orcid.org/0000-0002-4317-3978)
Babatunde Abiodun Salami (ORCID: https://orcid.org/0000-0002-9175-2923)
Abdullah Mohammad Abu Arab
Fazal E. Jalal (ORCID: https://orcid.org/0000-0003-0019-4274)
Izaz Ahamd
Anas Abdulalim Alabdullah (ORCID: https://orcid.org/0000-0002-0609-068X)
Muhammad Nasir Amin
Kaffayatullah Khan (ORCID: https://orcid.org/0000-0001-7994-4642)

Institutions

King Fahd University of Petroleum and Minerals (SA)
Shanghai Jiao Tong University (CN)
Shanghai Ocean University (CN)
King Faisal University (SA)
University of Engineering and Technology Peshawar (PK)

Publication Details

Journal: Polymers
Published: 2026-05-29
DOI: https://doi.org/10.3390/polym18111349
Primary Topic: Structural Behavior of Reinforced Concrete
Type: article
Field-Weighted Citation Impact: 0.00

Funders

King Faisal University

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article

Correction: Khan et al. Estimating Flexural Strength of FRP Reinforced Beam Using Artificial Neural Network and Random Forest Prediction Models. Polymers 2022, 14, 2270

Mudassir Iqbal, Babatunde Abiodun Salami, Abdullah Mohammad Abu Arab, Fazal E. Jalal et al.

May 29, 2026

Polymers

Structural Behavior of Reinforced Concrete

article

Correction: Khan et al. Estimating Flexural Strength of FRP Reinforced Beam Using Artificial Neural Network and Random Forest Prediction Models. Polymers 2022, 14, 2270

Mudassir Iqbal, Babatunde Abiodun Salami, Abdullah Mohammad Abu Arab, Fazal E. Jalal, Izaz Ahamd, Anas Abdulalim Alabdullah, Muhammad Nasir Amin, Kaffayatullah Khan

May 29, 2026article en

Abstract

No abstract available for this paper.

PolymersVol. 18(11)

King Fahd University of Petroleum and Minerals (SA), Shanghai Jiao Tong University (CN), Shanghai Ocean University (CN), King Faisal University (SA), University of Engineering and Technology Peshawar (PK)

King Faisal University

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Structural Behavior of Reinforced Concrete

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