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Peculiarities of studying the stress-strain state of structural steel perforated beams using the finite element method

НазваPeculiarities of studying the stress-strain state of structural steel perforated beams using the finite element method
Назва англійськоюPeculiarities of studying the stress-strain state of structural steel perforated beams using the finite element method
АвториMykola Pidgurskyi, Ivan Pidgurskyi, Mykola Stashkiv, Viktoriia Ihnatieva, Svitlana Danylchynko, Denys Bykiv, Oleh Pidluzhnyi
ПринадлежністьTernopil Ivan Puluj National Technical University, Ternopil, Ukraine
Бібліографічний описPeculiarities of studying the stress-strain state of structural steel perforated beams using the finite element method / Mykola Pidgurskyi, Ivan Pidgurskyi, Mykola Stashkiv, Viktoriia Ihnatieva, Svitlana Danylchynko, Denys Bykiv, Oleh Pidluzhnyi // Scientific Journal of TNTU. — Tern.: TNTU, 2023. — Vol 111. — No 3. — P. 126–138.
Bibliographic description:Pidgurskyi M., Pidgurskyi I., Stashkiv M., Ihnatieva V., Danylchynko S., Bykiv D., Pidluzhnyi O. (2023) Peculiarities of studying the stress-strain state of structural steel perforated beams using the finite element method. Scientific Journal of TNTU (Tern.), vol 111, no 3, pp. 126–138.
УДК

624.014

Ключові слова

cellular beams, stress-strain state, finite element method, modified finite element mesh.

The advantages and disadvantages of perforated beams are analyzed, the areas of their application during construction and reconstruction of buildings and structures are given. A comparative assessment of the stress-strain state of cellular beams using a modified mesh of elements was carried out using the finite element method in the specialized software packages ANSYS, SolidWorks, LIRA.

ISSN:2522-4433
Перелік літератури
  1. Sameer S. Fares P. E., S.E., P. Eng, John Coulson, P.E., David W. Dinehart, Ph.D. Design Guide 31: Castellated and Cellular Beam Design (2016) American Institute of Steel Construction, 110 pages
  2. ACB and Angelina beams. A new generation of beams with large web openings. ArcelorMittal Europe – Long products. ArcelorMittal, Luxembourg, 2020. 64 p.
  3. The Westok Cellural Beam Pocket Guide. Kloeckner Metals UK. Westok, London, 2020. 36 p.
  4. Nilov O. O., Permiakov V. O., Shymanovskyi O. V., Bilyk S. I., Lavrynenko L. I., Bielov I. D., Volodymyrskyi V. O. Metalevi konstruktsii. Zahalnyi kurs: pidruchnyk. K.: Vydavnytstvo „Stal”, 2010. 869 p. [In Ukrainian].
  5. Pidgurskyi I., Slobodian V., Bykiv D., Pidgurskyi M. Investigation of the stress-strain state of beams with different types of web perforation. Scientific Journal of TNTU. 2021. Vol. 103. No. 3. P. 79–87.
  6. British Standards Institution BS 5950: Structural use of steelwork in building. Part 1: Code of practice for design – Rolled and welded sections.
  7. DBN V.2.6–198:2014 Stalevi konstruktsii. Normy proektuvannia. [Na zaminu DSTU B V.2.6-194:2013 ta DBN V.2.6-163:2010. Chynnyi vid 01.01.2015]. Vyd. ofits. Kyiv: Minrehion Ukrainy, 2014. 209 p. [In Ukrainian].
  8. Blodgett Omer W. (1996) Design of Welded Structures. Lincoln Arc Welding Foundation, Cleveland OHIO. 832 p.
  9. Elaiwi, Sahar & Kim, Boksun & Li, Long-Yuan. (2019). Bending Analysis of Castellated Beams. Athens Journal of Τechnology & Engineering. 6. 1-16. 10.30958/ajte.6-1-1. P. 1–16.
  10. Sheena N. (2017). Deflection, stress distributions and modes of failure of cellular beams. 304 p.
  11. Manoharan A. C., Tripathi R.K., Analysis of steel beams with circular opening  International Journal of Civil Engineering and Technology (IJCIET). 2017. 8 (3). P. 411–422.
  12. Warren J. (2001). Ultimate load and deflection behaviour of cellular beams. MSc thesis. School of Civil Engineering, University of Natal, Durban.
  13. Romaniuk V. V., Supruniuk V. V., Bezniuk L. I., Romaniuk V. V., Supruniuk V. V., Bezniuk L. I. (2021). Napruzheno-deformovanyi stan nerozriznykh perforovanykh balok bilia promizhnykh opor. Visnyk Natsionalnoho universytetu vodnoho hospodarstva ta pryrodokorystuvannia. (1(93)). P. 405–416. [In Ukrainian].
  14. Dutt A. Effect of mesh size on finite element analysis of beam. International Journal of Mechanical Engineering. 2 (12). 2015. P. 8–10.
  15. Pachpor P. D., Gupta L. M. and Deshpande N. V., DzAnalysis and design of cellular beam and its verificationdz, 2013 International Conference on Applied Computing, Computer Science and Computer Engineering. IERI Procedia. 2014. Vol. 7. P. 120–127.
  16. Matt Lombard Mastering SolidWorks, 2018. 1248 p.
  17. Lee H. H. Finite Element Simulations with ANSYS Workbench 19, SDC Pub., 2019, 644 p.
  18. Barabash M. S., Kozlov S. V., Medvedenko D. V. Kompiuterni tekhnolohii proektuvannia metalevykh konstruktsii: Navchalnyi posibnyk. K.: NAU, 2012. 572 p. [In Ukrainian].
References:
  1. Sameer S. Fares P. E., S.E., P. Eng, John Coulson, P.E., David W. Dinehart, Ph.D. Design Guide 31: Castellated and Cellular Beam Design (2016) American Institute of Steel Construction, 110 pages
  2. ACB and Angelina beams. A new generation of beams with large web openings. ArcelorMittal Europe – Long products. ArcelorMittal, Luxembourg, 2020. 64 p.
  3. The Westok Cellural Beam Pocket Guide. Kloeckner Metals UK. Westok, London, 2020. 36 p.
  4. Nilov O. O., Permiakov V. O., Shymanovskyi O. V., Bilyk S. I., Lavrynenko L. I., Bielov I. D., Volodymyrskyi V. O. Metalevi konstruktsii. Zahalnyi kurs: pidruchnyk. K.: Vydavnytstvo „Stal”, 2010. 869 p. [In Ukrainian].
  5. Pidgurskyi I., Slobodian V., Bykiv D., Pidgurskyi M. Investigation of the stress-strain state of beams with different types of web perforation. Scientific Journal of TNTU. 2021. Vol. 103. No. 3. P. 79–87.
  6. British Standards Institution BS 5950: Structural use of steelwork in building. Part 1: Code of practice for design – Rolled and welded sections.
  7. DBN V.2.6–198:2014 Stalevi konstruktsii. Normy proektuvannia. [Na zaminu DSTU B V.2.6-194:2013 ta DBN V.2.6-163:2010. Chynnyi vid 01.01.2015]. Vyd. ofits. Kyiv: Minrehion Ukrainy, 2014. 209 p. [In Ukrainian].
  8. Blodgett Omer W. (1996) Design of Welded Structures. Lincoln Arc Welding Foundation, Cleveland OHIO. 832 p.
  9. Elaiwi, Sahar & Kim, Boksun & Li, Long-Yuan. (2019). Bending Analysis of Castellated Beams. Athens Journal of Τechnology & Engineering. 6. 1-16. 10.30958/ajte.6-1-1. P. 1–16.
  10. Sheena N. (2017). Deflection, stress distributions and modes of failure of cellular beams. 304 p.
  11. Manoharan A. C., Tripathi R.K., Analysis of steel beams with circular opening  International Journal of Civil Engineering and Technology (IJCIET). 2017. 8 (3). P. 411–422.
  12. Warren J. (2001). Ultimate load and deflection behaviour of cellular beams. MSc thesis. School of Civil Engineering, University of Natal, Durban.
  13. Romaniuk V. V., Supruniuk V. V., Bezniuk L. I., Romaniuk V. V., Supruniuk V. V., Bezniuk L. I. (2021). Napruzheno-deformovanyi stan nerozriznykh perforovanykh balok bilia promizhnykh opor. Visnyk Natsionalnoho universytetu vodnoho hospodarstva ta pryrodokorystuvannia. (1(93)). P. 405–416. [In Ukrainian].
  14. Dutt A. Effect of mesh size on finite element analysis of beam. International Journal of Mechanical Engineering. 2 (12). 2015. P. 8–10.
  15. Pachpor P. D., Gupta L. M. and Deshpande N. V., DzAnalysis and design of cellular beam and its verificationdz, 2013 International Conference on Applied Computing, Computer Science and Computer Engineering. IERI Procedia. 2014. Vol. 7. P. 120–127.
  16. Matt Lombard Mastering SolidWorks, 2018. 1248 p.
  17. Lee H. H. Finite Element Simulations with ANSYS Workbench 19, SDC Pub., 2019, 644 p.
  18. Barabash M. S., Kozlov S. V., Medvedenko D. V. Kompiuterni tekhnolohii proektuvannia metalevykh konstruktsii: Navchalnyi posibnyk. K.: NAU, 2012. 572 p. [In Ukrainian].
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