Finite Elements Method Investigation of Plates with Varied Support and Opening for Design Optimization

Authors

  • Faqih Ma arif Department of Civil Engineering, Faculty of Engineering, Universitas Negeri Yogyakarta, Yogyakarta, Indonesia
  • Zhengguo Gao Department of Civil Engineering, School of Transportation Science and Engineering, Beihang University, Beijing, China
  • Eva Fatimah Department of Civil Engineering, Faculty of Engineering, Universitas Negeri Yogyakarta, Yogyakarta, Indonesia
  • Putri Nabila Department of Civil Engineering, Faculty of Engineering, Universitas Negeri Yogyakarta, Yogyakarta, Indonesia
  • Anna Rizti Pertiwi Department of Civil Engineering, Faculty of Engineering, Universitas Negeri Yogyakarta, Yogyakarta, Indonesia
  • Apri Ana Puji Astuti Department of Civil Engineering, Faculty of Engineering, Universitas Negeri Yogyakarta, Yogyakarta, Indonesia
  • Afif Fadhlih Rahardika Department of Civil Engineering, Faculty of Engineering, Universitas Negeri Yogyakarta, Yogyakarta, Indonesia
  • Azizah Nur Rohmah Department of Civil Engineering, Faculty of Engineering, Universitas Negeri Yogyakarta, Yogyakarta, Indonesia

DOI:

https://doi.org/10.30737/ukarst.v7i2.5167

Keywords:

Damage, Finite Elements Method, Opening, Plate, Support

Abstract

Plates have an important function in supporting the structural load above them. One important aspect of plate design is the design of the openings or holes. These openings can be needed for various purposes, such as pipe installation, ventilation, and ducts. If the plate openings are not designed carefully, it will cause serious problems such as excessive deflection. This increases the risk of structural accidents and ultimately threatens the safety of building users. This study aims to determine the effect of plates with different types of supports and opening models with 3D modeling. Quantitative descriptive research using the finite element method was used. There are 16 models with different support types (simply and fixed) and opening models (rectangular, square and circular). From the modeling, the deformation and stress values that occur will be obtained. Comparative analysis is carried out to obtain the best support and opening types. The research results show that the increase in stress concentration tends to be higher in rectangular openings, while in square and circular openings, it is smaller than in plates without openings. Circular shapes tend to have high deformation values. Meanwhile, the square shape has the smallest value compared to all models. Simply support has greater stress in rectangular and circular openings. 4-sided fixed support is the best choice because it has the smallest stress and deformation values. Through these results, it is possible to optimize the design of appropriate types of supports and openings to reduce excess stress and improve overall structural performance.

References

R. Feryanto and L. S. Tedianto, “Analisis Efek Bukaan Pada Waffle Slab Dengan Metode Elemen Hingga,” JMTS J. Mitra Tek. Sipil, vol. 2, no. 3, p. 265, 2019, doi: 10.24912/jmts.v2i3.5838.

A. S. Bora, D. G. Gaidhankar, and M. S. Kulkarni, “Analysis Of Flat Slab With And Without Opening,” Int. J. Sci. Technol. Res., vol. 8, no. 09, 2019.

S. R. Ghogare, “Finite Element Analysis Of Flat Slab With And Without Opening,” IRJET, 2020.

P. Singh et al., “Analisis Pengaruh Bentuk Bukaan Pada Pelat Lentur Dengan Metode Elemen Hingga,” JMTS J. Mitra Tek. Sipil, vol. 5, no. 2, pp. 587–596, 2022.

A. Shokoohfar, “A finite element analysis of slab opening effects on the column removal scenarios in large buildings,” ResearchGate, no. April, 2023, doi: 10.22060/ajce.2023.21169.5795.

D. E. Christopher et al., “Bukaan Menggunakan Metode Elemen Hingga,” JMTS J. Mitra Tek. Sipil, vol. 5, no. 2, pp. 555–564, 2022.

E. S. Kalib and Y. W. Shewalul, “Response of the Flat Reinforced Concrete Floor Slab with Openings under Cyclic In-Plane Loading,” Hindawi Shock Vib., vol. 2021, 2021, doi: 10.1155/2021/2503475.

S. T. Akkaya and R. Ghoroubi, “Experimental , analytical , and numerical investigation of punching behaviour of two-way rc slab with multiple openings,” Elsevier, vol. 43, no. July, pp. 574–593, 2022, doi: 10.1016/j.istruc.2022.06.070.

N. Garg, N. Das, B. G. Prusty, C. Song, and A. W. Phillips, “International Journal of Mechanical Sciences Modelling of laminated composite plates with weakly bonded interfaces using scaled boundary finite element method,” Int. J. Mech. Sci., vol. 170, no. November 2019, p. 105349, 2020, doi: 10.1016/j.ijmecsci.2019.105349.

H. Abd El-Mottaleb, L. Abdel-Razek, M. Zaghlal, and R. EL-daly, “Effect of Openings on Multi-Panel Flat Slab With CFRP Bars: A Numerical Analysis,” Egypt. Int. J. Eng. Sci. Technol., vol. 40, no. 1, pp. 44–52, 2022, doi: 10.21608/eijest.2022.111609.1121.

A. Faoji and K. A. Sambowo, “Perbandingan Tumpuan Jepit Dan Sendi Pada Struktur Power House Ditinjau Dari Segi Efisiensi Material Dan Biaya (Studi Kasus Proyek Pltmg Seram Peaker) (Comparison Of Fixed And Pinned On Structures Power House Is Reviewed From Material Efficiency And Costs,” J.Infras, vol. 4, no. 2, pp. 119–126, 2019.

S. S. Aman, B. S. Mohammed, M. A. Wahab, and A. Anwar, “Performance of reinforced concrete slab with opening strengthened using CFRP,” Fibers, vol. 8, no. 4, 2020, doi: 10.3390/fib8040025.

R. Nur Arini and R. Pradana, “Analisa Tegangan Regangan Pada Balok Dengan Menggunakan Software Abaqus Cae V6.14,” J. ARTESIS, vol. 1, no. 2, pp. 193–198, 2021, doi: 10.35814/artesis.v1i2.3227.

K. A. Ibrahim and M. H. Shukur, “Effect of openings on simply supported reinforced concrete skew slabs using fi nite element method,” De Gruyter, 2023.

B. S. Nasional, Tata cara perencanaan ketahanan gempa untuk struktur bangunan gedung dan nongedung, no. 8. 2019.

U. B. Yesil and M. Engineering, “The Effect of Own Weight on Dynamic Analysis of a Pre-Stretched Composite Plate- Strip Containing Twin Circular Inclusions Under Bending Using Finite Element Method,” Acad. Platf. J. Eng. Sci., pp. 550–562, 2019, doi: 10.21541/apjes.488483.

M. Nadaf and R. J. Fernandes, “Bending Analysis for Stress and Deflection for Cross-Ply Laminated Composite Plate Using Higher Order Shear Deformation Theory Subjected to Sinusoidal Loading using Finite,” INDIAN J. Sci. Technol. Res., pp. 7–9, 2023.

R. Z. Al-rousan and B. R. Alnemrawi, “Punching shear code provisions examination against the creation of an opening in existed RC flat slab of various sizes and locations,” Elsevier, vol. 49, no. January, pp. 875–888, 2023, doi: 10.1016/j.istruc.2023.02.007.

D. Mosto, N. Jafarian, A. Naderi, and A. Mosto, “Effects of openings on the punching shear strength of reinforced concrete slabs,” Elsevier, vol. 25, no. March, pp. 760–773, 2020, doi: 10.1016/j.istruc.2020.03.061.

C. Methods et al., “ScienceDirect Free vibration and transient dynamic response of functionally graded sandwich plates with power-law nonhomogeneity by the scaled boundary finite element method,” Elsevier, vol. 376, p. 113665, 2021, doi: 10.1016/j.cma.2021.113665.

M. Aminitabar, O. Kanaani, and A. R. Eskenati, “Numerical Evaluation of the Opening Effects on the Reinforced Concrete Slab Structural Performance,” Hindawi Shock Vib., vol. 2021, pp. 1–16, 2021, doi: 10.1155/2021/1060841.

T. F. El-Shafiey, A. M. Atta, A. Hassan, and M. Elnasharty, “Effect of opening shape, size and location on the punching shear behaviour of RC flat slabs,” Elsevier, vol. 44, no. August, pp. 1138–1151, 2022, doi: 10.1016/j.istruc.2022.08.076.

P. Teknik and C. Commons, “Evaluation Of Structure Using Variety Of Slab Type Under Performance-Based Design: Case Study Common Working Space In Surabaya,” J. pensil, vol. 12, pp. 196–206, 2023, doi: 10.21009/jpensil.v12i2.31492.

O. Mohamed, R. Khattab, and N. Okasha, “Numerical Analysis of RC Slab with opening strengthened with CFRP Laminates Numerical Analysis of RC Slab with opening strengthened with CFRP Laminates,” IOP Conf. Ser. Mater. Sci. Eng., 2019, doi: 10.1088/1757-899X/603/4/042038.

E. H. El-mawsly, K. Farouk, O. El-kashif, A. Adel, and H. Ahmed, “Case Studies in Construction Materials Experimental and numerical investigation on strengthening of RC flat slabs with central opening,” Elsevier, vol. 16, no. December 2021, p. e00974, 2022, doi: 10.1016/j.cscm.2022.e00974.

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Published

2023-11-30

How to Cite

Ma arif, F., Gao, Z., Fatimah, E., Nabila, P., Pertiwi, A. R., Astuti, A. A. P., Rahardika, A. F., & Rohmah, A. N. (2023). Finite Elements Method Investigation of Plates with Varied Support and Opening for Design Optimization. UKaRsT, 7(2), 217–232. https://doi.org/10.30737/ukarst.v7i2.5167

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