Experimental Testing Comparison between Wiremesh Reinforcement and Plain Reinforcement on Concrete Slabs
DOI:
https://doi.org/10.51278/ajse.v1i1.405Keywords:
Concrete Slabs, Wiremesh Reinforcement, Plain ReinforcementAbstract
The demand for building quality in the construction of structures is a major requirement. One part of the structure is the floor slab work. The main obstacle is when the floor slab is loaded there will be deflection and bending moment. Meanwhile, there are demands for shorter work times at lower costs. This study aims to analyze the concrete slab against the flexural strength test, compressive strength test and tensile strength test of plate reinforcement. In this study, plate reinforcement used plain steel with a diameter of 6 mm and 8 mm. Then the plain iron reinforcement plate was compared with the M6 ??and M8 wiremesh reinforcement plates. The results showed that the flexural strength test for plain iron reinforcing plates with a diameter of 6 mm was 45000 Kg.cm, while for a concrete slab with wiremesh M6 reinforcement it was 42500 Kg.cm then for reinforcement with a diameter of 8 mm it was 32500 Kg.cm while wiremesh M8 was 57500 Kg. .cm. This shows that the concrete slab with wiremesh reinforcement is better able to accept the load, as well as better moment capacity in bending, compressive and tensile tests compared to conventional slabs.
Keywords: Concrete Slabs, Wiremesh Reinforcement, Plain Reinforcement
References
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[2] A. Deifalla, “A mechanical model for concrete slabs subjected to combined punching shear and in-plane tensile forces,” Eng. Struct., vol. 231, 2021, doi: 10.1016/j.engstruct.2020.111787.
[3] Z. Jiang, W. Zheng, X. Hou, R. Li, and C. Guo, “Static crushing experiment of thick concrete slab and concrete transfer beam,” Harbin Gongye Daxue Xuebao/Journal Harbin Inst. Technol., vol. 53, no. 10, 2021, doi: 10.11918/202011117.
[4] F. Yu, X. Li, J. Song, Y. Fang, Y. Qin, and S. Bu, “Experimental study on flexural capacity of PVA fiber-reinforced recycled concrete slabs,” Arch. Civ. Mech. Eng., vol. 21, no. 4, 2021, doi: 10.1007/s43452-021-00314-3.
[5] S. J. Baserah, N. A. M. Bashar, and Y. H. Min, “Reinforced concrete slab with added steel fibers for engineering application: Preliminary experimental investigations,” Civ. Eng. Archit., vol. 9, no. 5, 2021, doi: 10.13189/cea.2021.091315.
[6] J. W. Lee, S. J. Lee, and S. H. Kee, “Evaluation of a concrete slab track with debonding at the interface between track concrete layer and hydraulically stabilized base course using multi-channel impact-echo testing,” Sensors, vol. 21, no. 21, 2021, doi: 10.3390/s21217091.
[7] A. K. AL-Asadi, “Structural Performance and Failure Analysis of Bubbledeck Concrete Slabs in Construction,” Period. Eng. Nat. Sci., vol. 9, no. 2, 2021, doi: 10.21533/pen.v9i2.1941.
[8] R. Cajka and Z. Marcalikova, “Experimental tests of fiber-reinforced concrete slabs and comparison of deformations using 3d graphs,” Civ. Environ. Eng., vol. 17, no. 1, 2021, doi: 10.2478/cee-2021-0011.
[9] H. Y. Kim, Y. J. You, G. S. Ryu, G. H. Ahn, and K. T. Koh, “Concrete slab-type elements strengthened with cast-in-place carbon textile reinforced concrete system,” Materials (Basel)., vol. 14, no. 6, 2021, doi: 10.3390/ma14061437.
[10] A. H. A. Al-Ahmed, F. H. Ibrahim, A. A. Allawi, and A. El-Zohairy, “Behavior of One-Way Reinforced Concrete Slabs with Polystyrene Embedded Arched Blocks,” Buildings, vol. 12, no. 3, 2022, doi: 10.3390/buildings12030331.
[11] S. Praburanganathan, N. Sudharsan, Y. Bharath Simha Reddy, C. Naga Dheeraj Kumar Reddy, L. Natrayan, and P. Paramasivam, “Force-Deformation Study on Glass Fiber Reinforced Concrete Slab Incorporating Waste Paper,” Adv. Civ. Eng., vol. 2022, 2022, doi: 10.1155/2022/5343128.
[12] Y. Yang et al., “Protective effect of unbonded prestressed ultra-high performance reinforced concrete slab against gas explosion in buried utility tunnel,” Process Saf. Environ. Prot., vol. 149, 2021, doi: 10.1016/j.psep.2020.11.002.
[13] N. Kaya and Ö. Anil, “Prediction of load capacity of one way reinforced concrete slabs with openings using nonlinear finite element analysis,” J. Build. Eng., vol. 44, 2021, doi: 10.1016/j.jobe.2021.102945.
[14] Y. Wang et al., “Experimental studies and theoretical analysis of the residual properties of three-span small-scale continuous concrete slabs after a fire,” Fire Saf. J., vol. 126, 2021, doi: 10.1016/j.firesaf.2021.103481.
[15] M. A. Adam, A. M. Erfan, F. A. Habib, and T. A. El-Sayed, “Structural behavior of high-strength concrete slabs reinforced with gfrp bars,” Polymers (Basel)., vol. 13, no. 17, 2021, doi: 10.3390/polym13172997.
[16] J. Bielak, J. Schöneberg, M. Classen, and J. Hegger, “Shear capacity of continuous concrete slabs with CFRP reinforcement,” Constr. Build. Mater., vol. 320, 2022, doi: 10.1016/j.conbuildmat.2021.126117.
[17] S. Agoes and A. Candra, “Analysis of the effect of slab thickness on crack width in rigid pavement slabs,” EUREKA, Phys. Eng., vol. 2021, no. 2, 2021, doi: 10.21303/2461-4262.2021.001693.
[18] D. Q. Ngo and H. C. Nguyen, “Experimental and numerical investigations on flexural behaviour of prestressed textile reinforced concrete slabs,” Civ. Eng. J., vol. 7, no. 6, 2021, doi: 10.28991/cej-2021-03091712.
[19] Y. Fujii, T. Hayashi, H. Takayama, Y. Takemoto, S. Fukuda, and Y. Yokoyama, “Influence of types of floor covering sheets and adhesive and water content in concrete slab on floor durability against dynamic loads,” AIJ J. Technol. Des., vol. 27, no. 65, 2021, doi: 10.3130/AIJT.27.87.
[20] V. Nekora, S. Sidnei, T. Shnal, O. Nekora, I. Dankevych, and S. Pozdieiev, “DETERMINATION OF FEATURES OF COMPOSITE STEEL AND CONCRETE SLAB BEHAVIOR UNDER FIRE CONDITION,” Eastern-European J. Enterp. Technol., vol. 6, no. 7(114), 2021, doi: 10.15587/1729-4061.2021.246805.
[21] S. Saheed et al., “Structural behavior of out-of-plane loaded precast lightweight EPS-foam concrete C-shaped slabs,” J. Build. Eng., vol. 33, 2021, doi: 10.1016/j.jobe.2020.101597.
[22] N. Hua, N. Elhami Khorasani, A. Tessari, and R. Ranade, “Experimental study of fire damage to reinforced concrete tunnel slabs,” Fire Saf. J., vol. 127, 2022, doi: 10.1016/j.firesaf.2021.103504.
[23] R. Cai, Y. Li, C. Zhang, H. Cao, H. Qi, and J. Mao, “Size effect on reinforced concrete slabs under direct contact explosion,” Eng. Struct., vol. 252, 2022, doi: 10.1016/j.engstruct.2021.113656.
[24] M. S. Eisa, M. E. Basiouny, and A. M. Youssef, “Improvement of load carrying capacity of concrete pavement slabs using macro synthetic fibers,” Coatings, vol. 11, no. 7, 2021, doi: 10.3390/coatings11070833.
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Published
2022-06-30
How to Cite
Rasidi, N., Dora, M. P., & Ningrum, D. (2022). Experimental Testing Comparison between Wiremesh Reinforcement and Plain Reinforcement on Concrete Slabs. Asian Journal Science and Engineering, 1(1), 48–59. https://doi.org/10.51278/ajse.v1i1.405
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