Название |
Evaluation of steel grade
effects on stress-strain behavior of joint connectors:
a finite element approach |
Информация об авторе |
Vladimir State University named after A. G. and N. G. Stoletovs (Vladimir, Russia)
M. V. Lukin, Cand. Eng., Associate Prof., e-mail: lukin_mihail_22@mail.ru A. A. Strekalkin, Cand. Eng., Associate Prof., e-mail: a.a.strekalkin@gmail.com
S. I. Roshchina, Dr. Eng., Prof., Head of Building Structures Dept., e-mail: rsi3@mail.ru
Vladimir State University named after A. G. and N. G. Stoletovs (Vladimir, Russia)1 ; Wuhan Textile University (Wuhan, China)2 ; National University of Science and Technology “MISIS” (Moscow, Russia)3 V. B. Deev, Dr. Eng., Prof., Chief Scientific Researcher1, Professor-expert of the School of Mechanical Engineering and Automation2, Dept. of Metal Forming3, e-mail: deev.vb@mail.ru |
Реферат |
The analysis of stress-strain states in the joints of structures, represented by a connector made of two steel plates connected in a “dovetail” manner, has been conducted in this study. The investigation is based on the finite element method (FEM). As an example, the joint structure under static loading conditions is considered. The results presented in the study demonstrate the complex process of changing contact conditions on the connector’s contact surfaces. The computational approach used allows for identifying patterns of how the steel grade influences the product’s performance. Typically, aluminum-based alloys are used in manufacturing such joints; however, this study suggests the possibility and feasibility of enhancing the efficiency of using such joints by utilizing specific compositions of steel. This study examines various grades of steel, analyzes their stress-strain states under static loads, and evaluates their impact on the strength of structural joints. The research justifies the theoretical possibility of using different steel grades for joints, thereby expanding the range of available options for such joints in general. Numerical simulations were carried out using the ANSYS Workbench 2022 R2 software suite, considering a linear physical model of the materials under investigation, which allows assessing the actual stress states of the structures while considering variations in steel grades. Minimum stress values, both normal (61.96 MPa) and shear stresses (61.02 MPa), were recorded in alloyed steel grade 30Kh. The reduction in stress levels when using grade 30Kh steel compared to aluminum alloy grade D12 amounted to 72.48 % for normal stresses and 71.98 % for shear stresses. Summarizing the research results leads to a scientifically grounded conclusion regarding the feasibility of using alloyed steels for manufacturing connectors to join structures. The trends observed indicate a reduction in material consumption for joints by decreasing connector cross-sections while maintaining their load-bearing capacity.
The research was carried out within the state assignment in the field of scientific activity of the Ministry of Science and Higher Education of the Russian Federation (theme FZUN-2024-0004, state assignment of the VlSU). |
Библиографический список |
1. Stroetmann R., Kästner T., Rust B., Schmidt J. Welded connections at high-strength steel hollow section joints. Steel Construction. 2022. Vol. 15. pp. 10–21. 2. Chandramohan D. L. et al. A State of the Art Review of Fillet Welded Joints. Materials. 2022. Vol. 15. No. 24. pp. 8743. 3. Remes H. et al. Fatigue strength modelling of high-performing welded joints. International Journal of Fatigue. 2020. Vol. 135. p. 105555. 4. Yun H., Q. Zhang, Yi B., Yizhi B. Fatigue assessment of longitudinal rib-to-crossbeam welded joints in orthotropic steel bridge decks. Journal of Constructional Steel Research. 2019. Vol. 159. pp. 53–66. 5. Hoang N. H., Morin D., Langseth M. Testing and modelling of butt-welded connections in thin-walled aluminium structures. Thin-Walled Structures. 2022. Vol. 171. p. 108681. 6. K'osowski P. et al. Experimental and computational study on mechanical behaviour of carpentry corner log joints. Engineering Structures. 2020. Vol. 213. p. 110515. 7. Zhan Z. et al. Retrofitting ancient timber glulam mortise & tenon construction joints through computer-aided laser cutting. Heliyon. 2020. № 4 (6). P. e03671. 8. Andre N. M. et al. Evolution of microscale damages and behavior in the destruction of point joints of metal–composite friction: model ing and experimental analysis. Metals. 2022. Iss. 12. No. 12. p. 2080. 9. Duong E., Darras A., Driver R. G., Essa M., Imanpour A. Applications of Artificial Intelligence Techniques for Optimization of Structural Steel Connections. In: Walbridge, S., et al. Proceedings of the Canadian Society of Civil Engineering Annual Conference 2021. CSCE 2021. Singapore. Lecture Notes in Civil Engineering. 2022. Vol 244. 10. Sepahvand M., Akbari J., Kusunoki K. Plastic design of moment resisting frames using mechanism control. Journal of Constructional Steel Research. 2019. Vol. 153. pp. 275–285. 11. Lei J. et al. Postbuckling analysis of bi-directional functionally graded imperfect beams based on a novel third-order shear deformation theory. Composite Structures. 2019. Vol. 209. pp. 811–829. 12. Roth S. et al. Modelling of the temperature distribution of spotweldable composite/metal joints. Journal of Advanced Joining Processes. 2021.Vol. 4. p. 100066. 13. Naqash M. T., Alluqmani A. E., Farooq Q. U. A comparative analysis of design and analysis methods for steel connections: contrasting American and European perspectives. J. Umm Al-Qura Univ. Eng. Archit. 2024. Vol. 15. pp. 14–30. 14. Yan S., Zeng X., Long A. Meso-scale modelling of 3D woven composite T-joints with weave variations. Composites Science and Technology. 2019. Vol. 171. pp. 171–179. 15. André V. et al. Neural network modelling of mechanical joints for the application in large-scale crash analyses. International Journal of Impact Engineering. 2023. Vol. 177. p. 104490. 16. Karambas T., Samaras A. Modelling of Harbour and Coastal Structures. J. Mar. Sci. Eng. 2021. Vol. 9. p. 1108. 17. Chen Z. Ge H.; Chan S. Modelling, Test and Practice of Steel Structures. Metals. 2022. Vol. 12. p. 1212. 18. Popova M. et al. Strength and deformability of lightweight metal trusses with elements from cut I-beams. IOP Conference Series: Materials Science and Engineering. 2020. 896 (1). p. 012061. 19. Sergeev M. et al. Mathematical modeling of stress-strain state of the nodal joint of wooden beams. Journal of Physics: Conference Series. 2021. Vol. 2131 (3). p. 032088. 20. Strekalkin A. et al. Dowel Connections with Local Wood Modification. Lecture Notes in Civil Engineering. 2022. Vol. 182. pp. 385–392. 21. Naichuk A. et al. Rigid Joint of Bent Glued Laminated Timber Structures Using Inclined Glued-In Rods. Lecture Notes in Civil Engineering. 2022. Vol. 182. pp. 501–521. 22. Sandanus J., Sógel K., Klas T., Botló M. Experimental verification of the stiffness of a semi-rigid timber connection. Key Engineering Materials. 2020. Vol. 832. pp. 63–72. 23. Reva D., Lisyatnikov M., Prusov E. Mechanical Behavior of Aluminum Matrix Composites in the Elements of Building Structures. Lecture Notes in Civil Engineering. 2024. Vol. 335. pp. 323–331. 24. Sabat L. Kundu C. K. Flexural-torsional analysis of steel beam structures using ANSYS. Materials Today: Proceedings. 2023. Vol. 10. 25. Shanmugasundaram N. G., Arulraj P. Analytical Modelling of Built-up Steel Beams Using ANSYS. Bonfring International Journal of Industrial Engineering and Management Science. 2016. pp. 82–87. |