The purpose of this study is to examine how the type of reinforcement used in self-compacting concrete (SCC) and lightweight self-compacting concrete (LWSCC) affects their structural behavior. There were three forms of reinforcement used: wire mesh, glass fiber-reinforced rebars, and regular steel rebars. To evaluate the mechanical characteristics of reinforced concrete slabs with various types of reinforcement, extensive experiments were carried out. The tensile strength, stiffness, and crack resistance of the concrete were studied in each case. The finite element program Abaqus was utilized in addition to the experimental investigations to create the numerical simulation of the test. The experimental results revealed that the reinforcement type significantly affects the structural behavior of SCC and LWSCC slabs. Conventional steel rebars provided high tensile strength and excellent crack resistance, while glass fiber-reinforced rebars contributed to enhanced flexibility and reduced overall weight of the concrete. On the other hand, the wire mesh exhibited average mechanical and structural properties. These findings emphasize the importance of selecting the appropriate reinforcement type based on specific applications and desired performance requirements. This research provides valuable guidance for architects and civil engineers in choosing optimal reinforcement for SCC and LWSCC. Furthermore, it can contribute to the advancement of techniques and potential improvements in these materials to achieve better performance and enhance sustainability in infrastructure and building construction. From the practical results, it was found that in the case of using lightweight self-compacting concrete and self-compacting concrete, it is preferable to reinforce it with ordinary reinforcement steel, as it gives the best results in terms of maximum load capacity at failure. Although the use of steel reinforcement in self-compacting concrete also gives the best results, but from the laboratory results it is possible to improve the performance of self-compacting concrete by reinforcing it with GFRP or welded wire mesh.
| Published in | American Journal of Civil Engineering (Volume 12, Issue 5) |
| DOI | 10.11648/j.ajce.20241205.11 |
| Page(s) | 153-168 |
| Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
| Copyright |
Copyright © The Author(s), 2024. Published by Science Publishing Group |
Self-compacting Concrete, Lightweight Self-Compacting Slabs, Finite Element Analysis, ABAQUS
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APA Style
Eid, F. M., Mahmoud, I. A. (2024). The Structural Behavior of Lightweight Self-Compacting Concrete Slabs Using Different Types of Reinforcement. American Journal of Civil Engineering, 12(5), 153-168. https://doi.org/10.11648/j.ajce.20241205.11
ACS Style
Eid, F. M.; Mahmoud, I. A. The Structural Behavior of Lightweight Self-Compacting Concrete Slabs Using Different Types of Reinforcement. Am. J. Civ. Eng. 2024, 12(5), 153-168. doi: 10.11648/j.ajce.20241205.11
AMA Style
Eid FM, Mahmoud IA. The Structural Behavior of Lightweight Self-Compacting Concrete Slabs Using Different Types of Reinforcement. Am J Civ Eng. 2024;12(5):153-168. doi: 10.11648/j.ajce.20241205.11
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Download@article{10.11648/j.ajce.20241205.11,
author = {Fatma Mohamed Eid and Islam Ali Mahmoud},
title = {The Structural Behavior of Lightweight Self-Compacting Concrete Slabs Using Different Types of Reinforcement
},
journal = {American Journal of Civil Engineering},
volume = {12},
number = {5},
pages = {153-168},
doi = {10.11648/j.ajce.20241205.11},
url = {https://doi.org/10.11648/j.ajce.20241205.11},
eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20241205.11},
abstract = {The purpose of this study is to examine how the type of reinforcement used in self-compacting concrete (SCC) and lightweight self-compacting concrete (LWSCC) affects their structural behavior. There were three forms of reinforcement used: wire mesh, glass fiber-reinforced rebars, and regular steel rebars. To evaluate the mechanical characteristics of reinforced concrete slabs with various types of reinforcement, extensive experiments were carried out. The tensile strength, stiffness, and crack resistance of the concrete were studied in each case. The finite element program Abaqus was utilized in addition to the experimental investigations to create the numerical simulation of the test. The experimental results revealed that the reinforcement type significantly affects the structural behavior of SCC and LWSCC slabs. Conventional steel rebars provided high tensile strength and excellent crack resistance, while glass fiber-reinforced rebars contributed to enhanced flexibility and reduced overall weight of the concrete. On the other hand, the wire mesh exhibited average mechanical and structural properties. These findings emphasize the importance of selecting the appropriate reinforcement type based on specific applications and desired performance requirements. This research provides valuable guidance for architects and civil engineers in choosing optimal reinforcement for SCC and LWSCC. Furthermore, it can contribute to the advancement of techniques and potential improvements in these materials to achieve better performance and enhance sustainability in infrastructure and building construction. From the practical results, it was found that in the case of using lightweight self-compacting concrete and self-compacting concrete, it is preferable to reinforce it with ordinary reinforcement steel, as it gives the best results in terms of maximum load capacity at failure. Although the use of steel reinforcement in self-compacting concrete also gives the best results, but from the laboratory results it is possible to improve the performance of self-compacting concrete by reinforcing it with GFRP or welded wire mesh.
},
year = {2024}
}
TY - JOUR T1 - The Structural Behavior of Lightweight Self-Compacting Concrete Slabs Using Different Types of Reinforcement AU - Fatma Mohamed Eid AU - Islam Ali Mahmoud Y1 - 2024/09/26 PY - 2024 N1 - https://doi.org/10.11648/j.ajce.20241205.11 DO - 10.11648/j.ajce.20241205.11 T2 - American Journal of Civil Engineering JF - American Journal of Civil Engineering JO - American Journal of Civil Engineering SP - 153 EP - 168 PB - Science Publishing Group SN - 2330-8737 UR - https://doi.org/10.11648/j.ajce.20241205.11 AB - The purpose of this study is to examine how the type of reinforcement used in self-compacting concrete (SCC) and lightweight self-compacting concrete (LWSCC) affects their structural behavior. There were three forms of reinforcement used: wire mesh, glass fiber-reinforced rebars, and regular steel rebars. To evaluate the mechanical characteristics of reinforced concrete slabs with various types of reinforcement, extensive experiments were carried out. The tensile strength, stiffness, and crack resistance of the concrete were studied in each case. The finite element program Abaqus was utilized in addition to the experimental investigations to create the numerical simulation of the test. The experimental results revealed that the reinforcement type significantly affects the structural behavior of SCC and LWSCC slabs. Conventional steel rebars provided high tensile strength and excellent crack resistance, while glass fiber-reinforced rebars contributed to enhanced flexibility and reduced overall weight of the concrete. On the other hand, the wire mesh exhibited average mechanical and structural properties. These findings emphasize the importance of selecting the appropriate reinforcement type based on specific applications and desired performance requirements. This research provides valuable guidance for architects and civil engineers in choosing optimal reinforcement for SCC and LWSCC. Furthermore, it can contribute to the advancement of techniques and potential improvements in these materials to achieve better performance and enhance sustainability in infrastructure and building construction. From the practical results, it was found that in the case of using lightweight self-compacting concrete and self-compacting concrete, it is preferable to reinforce it with ordinary reinforcement steel, as it gives the best results in terms of maximum load capacity at failure. Although the use of steel reinforcement in self-compacting concrete also gives the best results, but from the laboratory results it is possible to improve the performance of self-compacting concrete by reinforcing it with GFRP or welded wire mesh. VL - 12 IS - 5 ER -
Department of Civil Engineering, Menoufia University, Shiben Elkom, Egypt
Department of Civil Engineering, Delta Higher Institute for Engineering and Technology, Mansoura, Egypt
