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Influence of the Web Opening Shapes on the Bending and Free Vibration Responses of Castellated Steel Beams

Yıl 2023, Cilt: 8 Sayı: 2, 83 - 100, 30.06.2023
https://doi.org/10.19072/ijet.1273137

Öz

In recent years, the use of castellated beams has increased significantly across all types of structures. The castellated beam is one of several methods for reducing the weight and cost of steel in construction. In this study, the static and dynamic behavior of castellated beams is investigated via the three-dimensional finite element method. The primary objective of this study is to investigate in detail the effect of web opening shapes on displacement, stress values, and free vibration of castellated beams. The investigation is done using ANSYS 22 R1. In the analysis, 4 different web opening types circle, square, pentagon, and hexagon are used. To generate the models via the finite element method a 10-node tetrahedral type finite element is implemented. This study will employ a linear isotropic homogeneous material with the mechanical properties of steel. As boundary conditions, fixed – fixed, fixed – pinned, and fixed – free are considered. The results for circular, square, pentagon, and hexagon castellated beams made from IPE120, IPE180 and IPE240 profiles are presented in detail. Based on the results, it is seen that the type of web opening has a significant effect on the displacements, von-Mises stresses, maximum shear stress and free vibration values of the considered structures.

Kaynakça

  • P. G. Sawai and P. M. V Waghmare, “Finite Element Analysis of Castellated Steel Beam,” 2018.
  • F. De’Nan, C. K. Keong, and N. S. Hashim, “Shapes and sizes of web opening effects on bending behaviour of I-beam with web opening,” AIP Conf. Proc., vol. 1892, 2017, doi: 10.1063/1.5005652.
  • M. R. Wakchaure and A. V Sagade, “Finite element analysis of castellated steel beam,” Int. J. Eng. Innov. Technol., vol. 2, no. 1, pp. 365–370, 2012.
  • J. Z. Gu, “Free vibration of castellated beams with web shear and rotary inertia effects,” Int. J. Struct. Stab. Dyn., vol. 14, no. 6, pp. 19–21, 2014, doi: 10.1142/S0219455414500114.
  • B. Dervinis and A. K. Kvedaras, “Investigation of rational depth of castellated steel i-beams,” J. Civ. Eng. Manag., vol. 14, no. 3, pp. 163–168, 2008, doi: 10.3846/1392-3730.2008.14.12.
  • Y. Setiawan, A. L. Han, B. Sthenly Gan, and J. Utomo, “Numerical analysis of castellated beams with oval openings,” MATEC Web Conf., vol. 195, pp. 1–9, 2018, doi: 10.1051/matecconf/201819502008.
  • A. M. Jamadar and P. D. Kumbhar, “Parametric Study of Castellated Beam with Circular and Diamond Shaped Openings,” Int. Res. J. Eng. Technol., vol. 2, no. 2, pp. 715–722, 2015.
  • T. Zirakian and H. Showkati, “Distortional buckling of castellated beams,” vol. 62, pp. 863–871, 2006, doi: 10.1016/j.jcsr.2006.01.004.
  • C. Y. Wang and C. M. Wang, Structural vibration: exact solutions for strings, membranes, beams, and plates. CRC Press, 2013.
  • J. K. Chen, B. Kim, and L. Y. Li, “Analytical approach for transverse vibration analysis of castellated beams,” Int. J. Struct. Stab. Dyn., vol. 14, no. 3, pp. 1–10, 2014, doi: 10.1142/S0219455413500715.
  • S. Mathur, M. Senthilpandian, and K. Karthikeyan, “Static and dynamic analysis of steel beams with web openings,” J. Phys. Conf. Ser., vol. 1716, no. 1, 2021, doi: 10.1088/1742-6596/1716/1/012016.
  • H. El-Dehemy, “Static and Dynamic Analysis Web Opening of Steel Beams,” World J. Eng. Technol., vol. 05, no. 02, pp. 275–285, 2017, doi: 10.4236/wjet.2017.52022.
  • M. A. Lotfollahi-yaghin and H. Ahmadi, “Investigation of Dynamic Properties of Cantilever Castellated Beams in Comparison with Plain-webbed Beams using White Noise Excitation,” vol. 3, no. 3, pp. 522–530, 2008.
  • A. İ. Akgönen, B. Güneş, and D. E. Nassani, “dairesel boşluklu ki̇ri̇şlerde eği̇lme ve yanal burulmalı burkulma davranışının incelenmesi,” Mühendislik Bilim. ve Tasarım Derg., vol. 8, no. 3, pp. 869–882, 2020, doi: 10.21923/jesd.705441.
  • S. Doori and A. R. Noori, “Finite Element Approach for the Bending analysis of Castellated Steel Beams with Various Web openings,” ALKÜ Fen Bilim. Derg., vol. 3, no. 2, pp. 38–48, 2021, doi: 10.46740/alku.883187.
  • R. Abdulkhudhur, S. M. Sabih, N. Alhusayni, and M. J. Hamood, “Performance of Steel Beams with Circular Openings under Static and Dynamic Loadings,” IOP Conf. Ser. Mater. Sci. Eng., vol. 737, no. 1, 2020, doi: 10.1088/1757-899X/737/1/012036.
  • W. A. Salah, “Performance of Hybrid Castellated Beams Prediction Using Finite Element Modeling,” Technol. Appl. Sci. Res., vol. 12, no. 2, pp. 8444–8451, 2022, [Online]. Available: www.etasr.com.
  • S. G. Morkhade, M. Kshirsagar, R. Dange, and A. Patil, “Analytical study of effect of web opening on flexural behaviour of hybrid beams,” Asian J. Civ. Eng., vol. 20, no. 4, pp. 537–547, 2019, doi: 10.1007/s42107-019-00122-4.
  • M. Hosseinpour and Y. Sharifi, “Finite element modelling of castellated steel beams under lateral-distortional buckling mode,” Structures, vol. 29, no. January, pp. 1507–1521, 2021, doi: 10.1016/j.istruc.2020.12.038.
  • K. S. Vivek, M. Jugal Kishore, K. V. S. Manoj, and K. S. V. S. Pujitha, “Effect of circular web openings on dynamic behaviour of cantilever steel thin-walled tapered i - Beams,” IOP Conf. Ser. Mater. Sci. Eng., vol. 390, no. 1, 2018, doi: 10.1088/1757-899X/390/1/012037.
  • R. Frans, H. Parung, D. Sandy, and S. Tonapa, “Numerical Modelling of Hexagonal Castellated Beam under Monotonic Loading,” Procedia Eng., vol. 171, pp. 781–788, 2017, doi: 10.1016/j.proeng.2017.01.449.
  • M. R. Soltani, A. Bouchaïr, and M. Mimoune, “Nonlinear FE analysis of the ultimate behavior of steel castellated beams,” J. Constr. Steel Res., vol. 70, pp. 101–114, 2012, doi: 10.1016/j.jcsr.2011.10.016.
  • A. S. Shaikh and P. B. Autade, “Structural Analysis and Design of Castellated Beam in Fixed Action,” Int. J. Innov. Res. Adv. Eng., vol. 3, no. 08, pp. 92–97, 2016.
  • P. Wang, K. Guo, M. Liu, and L. Zhang, “Shear buckling strengths of web-posts in a castellated steel beam with hexagonal web openings,” J. Constr. Steel Res., vol. 121, pp. 173–184, 2016, doi: 10.1016/j.jcsr.2016.02.012.
  • R. R. W Zaarour, Web buckling in thin webbed castellated beams, vol. 5, no. 3. 1996.
  • B. R. Redwood and S. Demirdjian, “Castellated beam web buckling in shear” Journal of Structural Engineering pp. 1202–1207, 1998.
  • H. Estrada, J. J. Jimenez, and F. Aguíñiga, “Cost analysis in the design of open-Web castellated beams,” AEI 2006 Build. Integr. Solut. - Proc. 2006 Archit. Eng. Natl. Conf., vol. 2006, no. 361, p. 53, 2006, doi: 10.1061/40798(190)53.
  • ANSYS Mechanical APDL Element Reference. Mechanical APDL element reference. Pennsylvania: ANSYS Inc; 2013.
  • ANSYS Inc. (Oct 10, 2022). Gain greater engineering and product life cycle perspectives 2022 product releases & updates. Release Ansys 2022 R2, Canonsburg, PA, 2022. Available at: https://www.ansys. com/products/release-highlights

Influence of the web opening shapes on the bending and free vibration responses of castellated steel beams

Yıl 2023, Cilt: 8 Sayı: 2, 83 - 100, 30.06.2023
https://doi.org/10.19072/ijet.1273137

Öz

In recent years, the use of castellated beams has increased significantly across all types of structures. The castellated beam is one of several methods for reducing the weight and cost of steel in construction. In this study, the static and dynamic behavior of castellated beams is investigated via the three-dimensional finite element method. The primary objective of this study is to investigate in detail the effect of web opening shapes on displacement, stress values, and free vibration of castellated beams. The investigation is done using ANSYS 22 R1. In the analysis, 4 different web opening types circle, square, pentagon, and hexagon are used. To generate the models via the finite element method a 10-node tetrahedral type finite element is implemented. This study will employ a linear isotropic homogeneous material with the mechanical properties of steel. As boundary conditions, fixed – fixed, fixed – pinned, and fixed – free are considered. The results for circular, square, pentagon, and hexagon castellated beams made from IPE120, IPE180 and IPE240 profiles are presented in detail. Based on the results, it is seen that the type of web opening has a significant effect on the displacements, von-Mises stresses, maximum shear stress and free vibration values of the considered structures.

Kaynakça

  • P. G. Sawai and P. M. V Waghmare, “Finite Element Analysis of Castellated Steel Beam,” 2018.
  • F. De’Nan, C. K. Keong, and N. S. Hashim, “Shapes and sizes of web opening effects on bending behaviour of I-beam with web opening,” AIP Conf. Proc., vol. 1892, 2017, doi: 10.1063/1.5005652.
  • M. R. Wakchaure and A. V Sagade, “Finite element analysis of castellated steel beam,” Int. J. Eng. Innov. Technol., vol. 2, no. 1, pp. 365–370, 2012.
  • J. Z. Gu, “Free vibration of castellated beams with web shear and rotary inertia effects,” Int. J. Struct. Stab. Dyn., vol. 14, no. 6, pp. 19–21, 2014, doi: 10.1142/S0219455414500114.
  • B. Dervinis and A. K. Kvedaras, “Investigation of rational depth of castellated steel i-beams,” J. Civ. Eng. Manag., vol. 14, no. 3, pp. 163–168, 2008, doi: 10.3846/1392-3730.2008.14.12.
  • Y. Setiawan, A. L. Han, B. Sthenly Gan, and J. Utomo, “Numerical analysis of castellated beams with oval openings,” MATEC Web Conf., vol. 195, pp. 1–9, 2018, doi: 10.1051/matecconf/201819502008.
  • A. M. Jamadar and P. D. Kumbhar, “Parametric Study of Castellated Beam with Circular and Diamond Shaped Openings,” Int. Res. J. Eng. Technol., vol. 2, no. 2, pp. 715–722, 2015.
  • T. Zirakian and H. Showkati, “Distortional buckling of castellated beams,” vol. 62, pp. 863–871, 2006, doi: 10.1016/j.jcsr.2006.01.004.
  • C. Y. Wang and C. M. Wang, Structural vibration: exact solutions for strings, membranes, beams, and plates. CRC Press, 2013.
  • J. K. Chen, B. Kim, and L. Y. Li, “Analytical approach for transverse vibration analysis of castellated beams,” Int. J. Struct. Stab. Dyn., vol. 14, no. 3, pp. 1–10, 2014, doi: 10.1142/S0219455413500715.
  • S. Mathur, M. Senthilpandian, and K. Karthikeyan, “Static and dynamic analysis of steel beams with web openings,” J. Phys. Conf. Ser., vol. 1716, no. 1, 2021, doi: 10.1088/1742-6596/1716/1/012016.
  • H. El-Dehemy, “Static and Dynamic Analysis Web Opening of Steel Beams,” World J. Eng. Technol., vol. 05, no. 02, pp. 275–285, 2017, doi: 10.4236/wjet.2017.52022.
  • M. A. Lotfollahi-yaghin and H. Ahmadi, “Investigation of Dynamic Properties of Cantilever Castellated Beams in Comparison with Plain-webbed Beams using White Noise Excitation,” vol. 3, no. 3, pp. 522–530, 2008.
  • A. İ. Akgönen, B. Güneş, and D. E. Nassani, “dairesel boşluklu ki̇ri̇şlerde eği̇lme ve yanal burulmalı burkulma davranışının incelenmesi,” Mühendislik Bilim. ve Tasarım Derg., vol. 8, no. 3, pp. 869–882, 2020, doi: 10.21923/jesd.705441.
  • S. Doori and A. R. Noori, “Finite Element Approach for the Bending analysis of Castellated Steel Beams with Various Web openings,” ALKÜ Fen Bilim. Derg., vol. 3, no. 2, pp. 38–48, 2021, doi: 10.46740/alku.883187.
  • R. Abdulkhudhur, S. M. Sabih, N. Alhusayni, and M. J. Hamood, “Performance of Steel Beams with Circular Openings under Static and Dynamic Loadings,” IOP Conf. Ser. Mater. Sci. Eng., vol. 737, no. 1, 2020, doi: 10.1088/1757-899X/737/1/012036.
  • W. A. Salah, “Performance of Hybrid Castellated Beams Prediction Using Finite Element Modeling,” Technol. Appl. Sci. Res., vol. 12, no. 2, pp. 8444–8451, 2022, [Online]. Available: www.etasr.com.
  • S. G. Morkhade, M. Kshirsagar, R. Dange, and A. Patil, “Analytical study of effect of web opening on flexural behaviour of hybrid beams,” Asian J. Civ. Eng., vol. 20, no. 4, pp. 537–547, 2019, doi: 10.1007/s42107-019-00122-4.
  • M. Hosseinpour and Y. Sharifi, “Finite element modelling of castellated steel beams under lateral-distortional buckling mode,” Structures, vol. 29, no. January, pp. 1507–1521, 2021, doi: 10.1016/j.istruc.2020.12.038.
  • K. S. Vivek, M. Jugal Kishore, K. V. S. Manoj, and K. S. V. S. Pujitha, “Effect of circular web openings on dynamic behaviour of cantilever steel thin-walled tapered i - Beams,” IOP Conf. Ser. Mater. Sci. Eng., vol. 390, no. 1, 2018, doi: 10.1088/1757-899X/390/1/012037.
  • R. Frans, H. Parung, D. Sandy, and S. Tonapa, “Numerical Modelling of Hexagonal Castellated Beam under Monotonic Loading,” Procedia Eng., vol. 171, pp. 781–788, 2017, doi: 10.1016/j.proeng.2017.01.449.
  • M. R. Soltani, A. Bouchaïr, and M. Mimoune, “Nonlinear FE analysis of the ultimate behavior of steel castellated beams,” J. Constr. Steel Res., vol. 70, pp. 101–114, 2012, doi: 10.1016/j.jcsr.2011.10.016.
  • A. S. Shaikh and P. B. Autade, “Structural Analysis and Design of Castellated Beam in Fixed Action,” Int. J. Innov. Res. Adv. Eng., vol. 3, no. 08, pp. 92–97, 2016.
  • P. Wang, K. Guo, M. Liu, and L. Zhang, “Shear buckling strengths of web-posts in a castellated steel beam with hexagonal web openings,” J. Constr. Steel Res., vol. 121, pp. 173–184, 2016, doi: 10.1016/j.jcsr.2016.02.012.
  • R. R. W Zaarour, Web buckling in thin webbed castellated beams, vol. 5, no. 3. 1996.
  • B. R. Redwood and S. Demirdjian, “Castellated beam web buckling in shear” Journal of Structural Engineering pp. 1202–1207, 1998.
  • H. Estrada, J. J. Jimenez, and F. Aguíñiga, “Cost analysis in the design of open-Web castellated beams,” AEI 2006 Build. Integr. Solut. - Proc. 2006 Archit. Eng. Natl. Conf., vol. 2006, no. 361, p. 53, 2006, doi: 10.1061/40798(190)53.
  • ANSYS Mechanical APDL Element Reference. Mechanical APDL element reference. Pennsylvania: ANSYS Inc; 2013.
  • ANSYS Inc. (Oct 10, 2022). Gain greater engineering and product life cycle perspectives 2022 product releases & updates. Release Ansys 2022 R2, Canonsburg, PA, 2022. Available at: https://www.ansys. com/products/release-highlights
Toplam 29 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Mühendislik, Çelik Yapılar
Bölüm Makaleler
Yazarlar

Nihad Abdulzahra Mezher Mezher 0009-0003-6178-4259

Ahmad Reshad Noorı 0000-0001-6232-6303

Duygu Ertürkmen 0000-0002-7073-6465

Erken Görünüm Tarihi 13 Temmuz 2023
Yayımlanma Tarihi 30 Haziran 2023
Kabul Tarihi 17 Mayıs 2023
Yayımlandığı Sayı Yıl 2023 Cilt: 8 Sayı: 2

Kaynak Göster

APA Mezher, N. A. M., Noorı, A. R., & Ertürkmen, D. (2023). Influence of the Web Opening Shapes on the Bending and Free Vibration Responses of Castellated Steel Beams. International Journal of Engineering Technologies IJET, 8(2), 83-100. https://doi.org/10.19072/ijet.1273137
AMA Mezher NAM, Noorı AR, Ertürkmen D. Influence of the Web Opening Shapes on the Bending and Free Vibration Responses of Castellated Steel Beams. IJET. Haziran 2023;8(2):83-100. doi:10.19072/ijet.1273137
Chicago Mezher, Nihad Abdulzahra Mezher, Ahmad Reshad Noorı, ve Duygu Ertürkmen. “Influence of the Web Opening Shapes on the Bending and Free Vibration Responses of Castellated Steel Beams”. International Journal of Engineering Technologies IJET 8, sy. 2 (Haziran 2023): 83-100. https://doi.org/10.19072/ijet.1273137.
EndNote Mezher NAM, Noorı AR, Ertürkmen D (01 Haziran 2023) Influence of the Web Opening Shapes on the Bending and Free Vibration Responses of Castellated Steel Beams. International Journal of Engineering Technologies IJET 8 2 83–100.
IEEE N. A. M. Mezher, A. R. Noorı, ve D. Ertürkmen, “Influence of the Web Opening Shapes on the Bending and Free Vibration Responses of Castellated Steel Beams”, IJET, c. 8, sy. 2, ss. 83–100, 2023, doi: 10.19072/ijet.1273137.
ISNAD Mezher, Nihad Abdulzahra Mezher vd. “Influence of the Web Opening Shapes on the Bending and Free Vibration Responses of Castellated Steel Beams”. International Journal of Engineering Technologies IJET 8/2 (Haziran 2023), 83-100. https://doi.org/10.19072/ijet.1273137.
JAMA Mezher NAM, Noorı AR, Ertürkmen D. Influence of the Web Opening Shapes on the Bending and Free Vibration Responses of Castellated Steel Beams. IJET. 2023;8:83–100.
MLA Mezher, Nihad Abdulzahra Mezher vd. “Influence of the Web Opening Shapes on the Bending and Free Vibration Responses of Castellated Steel Beams”. International Journal of Engineering Technologies IJET, c. 8, sy. 2, 2023, ss. 83-100, doi:10.19072/ijet.1273137.
Vancouver Mezher NAM, Noorı AR, Ertürkmen D. Influence of the Web Opening Shapes on the Bending and Free Vibration Responses of Castellated Steel Beams. IJET. 2023;8(2):83-100.

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