Potential side-NSM strengthening approach to enhance the flexural performance of RC beams: Experimental, numerical and analytical investigations
The performance of reinforced concrete (RC) beam specimens strengthened using a newly proposed Side Near Surface Mounted (S-NSM) technology was investigated experimentally in this work. In addition, analytical and nonlinear finite element (FE) modeling was exploited to forecast the performance of RC...
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my.um.eprints.387752023-12-01T01:33:06Z http://eprints.um.edu.my/38775/ Potential side-NSM strengthening approach to enhance the flexural performance of RC beams: Experimental, numerical and analytical investigations Hosen, Md. Akter Jumaat, Mohd Zamin Islam, A. B. M. Saiful Al Kaaf, Khalid Ahmed Shammas, Mahaad Issa Hakeem, Ibrahim Y. Ul Islam, Mohammad Momeen TA Engineering (General). Civil engineering (General) TJ Mechanical engineering and machinery The performance of reinforced concrete (RC) beam specimens strengthened using a newly proposed Side Near Surface Mounted (S-NSM) technology was investigated experimentally in this work. In addition, analytical and nonlinear finite element (FE) modeling was exploited to forecast the performance of RC members reinforced with S-NSM utilizing steel bars. Five (one control and four strengthened) RC beams were evaluated for flexural performance under static loading conditions employing four-point bending loads. Experimental variables comprise different S-NSM reinforcement ratios. The constitutive models were applied for simulating the non-linear material characteristics of used concrete, major, and strengthening reinforcements. The failure load and mode, yield and ultimate strengths, deflection, strain, cracking behavior as well as ductility of the beams were evaluated and discussed. To cope with the flexural behavior of the tested beams, a 3D non-linear FE model was simulated. In parametric investigations, the influence of S-NSM reinforcement, the efficacy of the S-NSM procedure, and the structural response ductility are examined. The experimental, numerical, and analytical outcomes show good agreement. The results revealed a significant increase in yield and ultimate strengths as well as improved failure modes. Techno-Press 2023-01-25 Article PeerReviewed Hosen, Md. Akter and Jumaat, Mohd Zamin and Islam, A. B. M. Saiful and Al Kaaf, Khalid Ahmed and Shammas, Mahaad Issa and Hakeem, Ibrahim Y. and Ul Islam, Mohammad Momeen (2023) Potential side-NSM strengthening approach to enhance the flexural performance of RC beams: Experimental, numerical and analytical investigations. Structural Engineering and Mechanics, 85 (2). pp. 179-195. ISSN 1225-4568, DOI https://doi.org/10.12989/sem.2023.85.2.179 <https://doi.org/10.12989/sem.2023.85.2.179>. 10.12989/sem.2023.85.2.179 |
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TA Engineering (General). Civil engineering (General) TJ Mechanical engineering and machinery Hosen, Md. Akter Jumaat, Mohd Zamin Islam, A. B. M. Saiful Al Kaaf, Khalid Ahmed Shammas, Mahaad Issa Hakeem, Ibrahim Y. Ul Islam, Mohammad Momeen Potential side-NSM strengthening approach to enhance the flexural performance of RC beams: Experimental, numerical and analytical investigations |
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The performance of reinforced concrete (RC) beam specimens strengthened using a newly proposed Side Near Surface Mounted (S-NSM) technology was investigated experimentally in this work. In addition, analytical and nonlinear finite element (FE) modeling was exploited to forecast the performance of RC members reinforced with S-NSM utilizing steel bars. Five (one control and four strengthened) RC beams were evaluated for flexural performance under static loading conditions employing four-point bending loads. Experimental variables comprise different S-NSM reinforcement ratios. The constitutive models were applied for simulating the non-linear material characteristics of used concrete, major, and strengthening reinforcements. The failure load and mode, yield and ultimate strengths, deflection, strain, cracking behavior as well as ductility of the beams were evaluated and discussed. To cope with the flexural behavior of the tested beams, a 3D non-linear FE model was simulated. In parametric investigations, the influence of S-NSM reinforcement, the efficacy of the S-NSM procedure, and the structural response ductility are examined. The experimental, numerical, and analytical outcomes show good agreement. The results revealed a significant increase in yield and ultimate strengths as well as improved failure modes. |
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Article |
author |
Hosen, Md. Akter Jumaat, Mohd Zamin Islam, A. B. M. Saiful Al Kaaf, Khalid Ahmed Shammas, Mahaad Issa Hakeem, Ibrahim Y. Ul Islam, Mohammad Momeen |
author_facet |
Hosen, Md. Akter Jumaat, Mohd Zamin Islam, A. B. M. Saiful Al Kaaf, Khalid Ahmed Shammas, Mahaad Issa Hakeem, Ibrahim Y. Ul Islam, Mohammad Momeen |
author_sort |
Hosen, Md. Akter |
title |
Potential side-NSM strengthening approach to enhance the flexural performance of RC beams: Experimental, numerical and analytical investigations |
title_short |
Potential side-NSM strengthening approach to enhance the flexural performance of RC beams: Experimental, numerical and analytical investigations |
title_full |
Potential side-NSM strengthening approach to enhance the flexural performance of RC beams: Experimental, numerical and analytical investigations |
title_fullStr |
Potential side-NSM strengthening approach to enhance the flexural performance of RC beams: Experimental, numerical and analytical investigations |
title_full_unstemmed |
Potential side-NSM strengthening approach to enhance the flexural performance of RC beams: Experimental, numerical and analytical investigations |
title_sort |
potential side-nsm strengthening approach to enhance the flexural performance of rc beams: experimental, numerical and analytical investigations |
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Techno-Press |
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2023 |
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http://eprints.um.edu.my/38775/ |
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1784511850395729920 |
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13.160551 |