Finite element analysis of RC beams using static experimental data to predict static and dynamic behaviors

This study comprehensively compares dynamic and static forces in reinforced concrete (RC) beams, utilising experimental and finite element analysis (FEA) methodologies. Experimental tests involve monotonic two-point loading of 1 m x 150 mm x 150 mm RC beams using a universal testing machine (UTM). Deflection measurements are taken at three distinct locations (S1-S3) using various sensors, including force resisting sensor (FRS), flex sensor (FLS), MEMS accelerometer, and Piezoelectric sensors. The experimental data is then compared with FEA results obtained through ANSYS 16.0 software. Additionally, dynamic analysis is conducted, and results are presented in 3D graphical format. Mode shapes and harmonic responses are analysed. The study further discusses the sensor outcomes that align closely with FEA results. Overall, this research provides valuable insights into the dynamic and static behaviour of RC beams and offers a robust validation approach through experimental and computational analyses.

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Publication Details

Journal
Scientific Reports
Published
2024-12-28
DOI
https://doi.org/10.1038/s41598-024-82537-x
Citations
4
Primary Topic
Structural Health Monitoring Techniques
Type
article
Field-Weighted Citation Impact
1.04

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article

Finite element analysis of RC beams using static experimental data to predict static and dynamic behaviors

Dhanasingh Sivalinga Vijayan, Arvindan Sivasuriyan, D. Parthiban, Naveen Sankaran
4 citations
Scientific Reports
Structural Health Monitoring Techniques
1.04
article

Finite element analysis of RC beams using static experimental data to predict static and dynamic behaviors

Dhanasingh Sivalinga Vijayan, Arvindan Sivasuriyan, D. Parthiban, Naveen Sankaran
article en
4 citations

Abstract

This study comprehensively compares dynamic and static forces in reinforced concrete (RC) beams, utilising experimental and finite element analysis (FEA) methodologies. Experimental tests involve monotonic two-point loading of 1 m x 150 mm x 150 mm RC beams using a universal testing machine (UTM). Deflection measurements are taken at three distinct locations (S1-S3) using various sensors, including force resisting sensor (FRS), flex sensor (FLS), MEMS accelerometer, and Piezoelectric sensors. The experimental data is then compared with FEA results obtained through ANSYS 16.0 software. Additionally, dynamic analysis is conducted, and results are presented in 3D graphical format. Mode shapes and harmonic responses are analysed. The study further discusses the sensor outcomes that align closely with FEA results. Overall, this research provides valuable insights into the dynamic and static behaviour of RC beams and offers a robust validation approach through experimental and computational analyses.

Scientific ReportsVol. 14(1)
Warsaw University of Life Sciences (PL), Vinayaka Missions University (IN)
Veterans Medical Research Foundation
Sustainable cities and communities
Openalex Percentile: Top 24%
Structural Health Monitoring Techniques
1.04
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