Evidence map›Paper›PMID 35888320›Full record

ArticleMaterials (Basel, Switzerland)2022

Structural Performance of EB-FRP-Strengthened RC T-Beams Subjected to Combined Torsion and Shear Using ANN.

Ahad Amini Pishro, Zhengrui Zhang, Mojdeh Amini Pishro, Wenfang Liu, Lili Zhang, Qihong Yang

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. Not yet cited in PubMed.

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0citing papers in PubMed
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1 · What the graph read from it

What it found

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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

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3 · Its place in the literature

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0 citing papers in PubMed.

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4 · The record

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5 · Who and what money

Authors and funding

6 authors.

Ahad Amini PishroCivil Engineering Department, Sichuan University of Science and Engineering, Zigong 643000, China.ORCID 0000-0001-6644-9060
Zhengrui ZhangCivil Engineering Department, Sichuan University of Science and Engineering, Zigong 643000, China.ORCID 0000-0003-3649-6952
Mojdeh Amini PishroSchool of Architecture and Design, Southwest Jiaotong University, Chengdu 610031, China.
Wenfang LiuCivil Engineering Department, Sichuan University of Science and Engineering, Zigong 643000, China.
Lili ZhangCivil Engineering Department, Sichuan University of Science and Engineering, Zigong 643000, China.
Qihong YangSchool of Mathematics, Sichuan University, Chengdu 610065, China.ORCID 0000-0002-8398-7212

Funding

Sichuan University of Science and Engineering 2015RC39
6 · The paper itself

Abstract

This research study applied Artificial Neural Networks (ANNs) to predict and evaluate the structural responses of externally bonded FRP (EB-FRP)-strengthened RC T-beams under combined torsion and shear. Previous studies proved that, compared to reinforced concrete (RC) rectangular beams, RC T-beams performance in shear is significantly higher in structural analysis and design. The structural response of RC beams experiences a critical change while torsion moments are applied in load conditions. Fiber Reinforced Polymer (FRP) is used to retrofit the structural elements due to changing structural design codes and loadings, especially in earthquake-prone countries. We applied Finite Element Method (FEM) software, ABAQUS, to provide a precise numerical database of a set of experimentally tested FRP-retrofitted RC T-beams in previous research works. ANN predicted structural analysis results and Mean Square Error (MSE) and Multiple Determination Coefficients (R2) proved the accuracy of this study. The MSE values that were less than 0.0009 and R2 values greater than 0.9960 showed that the ANN precisely fits the data. The consistency between analyzed experimental and numerical results demonstrated the accurate implication of ANN, MSE, and R2 in predicting the structural responses of EB-FRP- strengthened RC T-beams.

Indexed as

ANNcombined loadingFEMFRPMSERC T-beams

Identifiers

PMID35888320
PMCPMC9316968

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