The study of multicomponent loading effect on thin­walled structures with bolted connections

Authors

DOI:

https://doi.org/10.15587/1729-4061.2019.154378

Keywords:

thin-walled structure, bolted connection, stress-strain state, metallic granary, geometric nonlinearity

Abstract

Features of influence of various factors on the stress-strain state of composite thin-walled structures with bolted connection of separate elements were studied on an example of the test problem. As an example of such structures, a metallic granary (a silo) consisting of panels connected with bolts was taken. The test structure contained two lapping narrow flat strips. A bolt is inserted in bolt holes bored in these strips and pre-tightened. Friction and slipping of the strips and the bolt, contact between the side surface of the bolt and the holes as well as mutual influence of bending and stretching were taken into consideration. Thus, the model has taken into consideration geometric, physical and structural nonlinearities. The system was subjected to a transverse load applied to one side of the strip. Staged loading of the systems was modeled. It was established that under load, the studied system acquires a deflection which unevenly increases with the load increase. This is determined by the fact that it is affected by both elastic deformation of the strips and mutual slip in the connection zone. When the gap between the bolt and the holes in the panels finally vanishes, mainly elastic deformation of the system takes place. Residual deflection was established in the system after the first unloading. It was also established that longitudinal forces act in the system. They can be much larger than transverse forces from the load. The system featured strong mutual influence of bending and stretching of the strip. As a result of the studies, factors determining stress-strain state of the studied system were determined: geometric nonlinearity, contact interaction, friction and slip, connection between deflection and stretching. Thus, the design model for such thin-walled structures will be inadequate without all these factors, the results of calculations with its application will have significant errors and recommendations will be unreliable. The conducted studies have made it possible to develop more adequate models for analysis of reaction of composite thin-walled structures to the effect of loading

Author Biographies

Oleksandr Atroshenko, ZF Friedrichshafen AG TRW Automotive Czech s.r.o Na Roli str., 2605/26, Jablonec nad Nisou, Czech Republic, 46601

PhD, CAE Engineer

Engineering TechCentre Jablonec

Mykola A. Tkachuk, National Technical University “Kharkiv Polytechnic Institute” Kyrpychova str., 2, Kharkiv, Ukraine, 61002

Doctor of Technical Science, Professor

Department of Theory and Computer-Aided Design of Mechanisms and Machines

Oleksandr Martynenko, University of Stuttgart Nobelstrasse str., 15, Stuttgart, Germany, 70569

PhD, Senior Researcher

Institute of Sport and Exercise Science

Mykola M. Tkachuk, National Technical University “Kharkiv Polytechnic Institute” Kyrpychova str., 2, Kharkiv, Ukraine, 61002

PhD, Senior Researcher

Department of Theory and Computer-Aided Design of Mechanisms and Machines

Mariia Saverska, National Technical University “Kharkiv Polytechnic Institute” Kyrpychova str., 2, Kharkiv, Ukraine, 61002

Postgraduate student

Department of Theory and Computer-Aided Design of Mechanisms and Machines

Iryna Hrechka, National Technical University “Kharkiv Polytechnic Institute” Kyrpychova str., 2, Kharkiv, Ukraine, 61002

PhD, Associate Professor

Department of Theory and Computer-Aided Design of Mechanisms and Machines

Serhii Khovanskyi, Sumy State University Rymskoho-Korsakova str., 2, Sumy, Ukraine, 40007

PhD, Associate Professor

Department of Applied Hydro- and Aeromechanics

References

  1. Ayuga, F. (2008). Some unresolved problems in the design of steel cylindrical silos. Structures and Granular Solids, 123–133. doi: https://doi.org/10.1201/9780203884447.ch12
  2. Carson, J., Craig, D. (2015). Silo Design Codes: Their Limits and Inconsistencies. Procedia Engineering, 102, 647–656. doi: https://doi.org/10.1016/j.proeng.2015.01.157
  3. Eurocode 3. Design of steel structures. Silos (2007). BSI, 122. doi: https://doi.org/10.3403/30047480u
  4. Tang, G., Yin, L., Guo, X., Cui, J. (2015). Finite element analysis and experimental research on mechanical performance of bolt connections of corrugated steel plates. International Journal of Steel Structures, 15 (1), 193–204. doi: https://doi.org/10.1007/s13296-015-3014-4
  5. Shi, Y., Wang, M., Wang, Y. (2011). Analysis on shear behavior of high-strength bolts connection. International Journal of Steel Structures, 11 (2), 203–213. doi: https://doi.org/10.1007/s13296-011-2008-0
  6. Gallego, E., González-Montellano, C., Ramírez, A., Ayuga, F. (2011). A simplified analytical procedure for assessing the worst patch load location on circular steel silos with corrugated walls. Engineering Structures, 33 (6), 1940–1954. doi: https://doi.org/10.1016/j.engstruct.2011.02.032
  7. Mohammed, H., Kennedy, J. B. (2009). Fatigue Resistance of Corrugated Steel Sheets Bolted Lap Joints under Flexture. Practice Periodical on Structural Design and Construction, 14 (4), 242–245. doi: https://doi.org/10.1061/(asce)sc.1943-5576.0000021
  8. Hoang, V.-L., Jaspart, J.-P., Tran, X.-H., Demonceau, J.-F. (2015). Elastic behaviour of bolted connection between cylindrical steel structure and concrete foundation. Journal of Constructional Steel Research, 115, 131–147. doi: https://doi.org/10.1016/j.jcsr.2015.08.024
  9. Guo, X., Zhang, Y., Xiong, Z., Xiang, Y. (2016). Load-bearing capacity of occlusive high-strength bolt connections. Journal of Constructional Steel Research, 127, 1–14. doi: https://doi.org/10.1016/j.jcsr.2016.07.015
  10. Wang, Y.-B., Lyu, Y.-F., Li, G.-Q., Liew, J. Y. R. (2017). Behavior of single bolt bearing on high strength steel plate. Journal of Constructional Steel Research, 137, 19–30. doi: https://doi.org/10.1016/j.jcsr.2017.06.001
  11. Zeynali, Y., Samimi, M. J., Mazroei, A., Marnani, J. A., Rohanimanesh, M. S. (2017). Experimental and numerical study of frictional effects on block shear fracture of steel gusset plates with bolted connections. Thin-Walled Structures, 121, 8–24. doi: https://doi.org/10.1016/j.tws.2017.09.012
  12. Tang, G., Yin, L., Li, Z., Pan, C., Lai, H. (2017). Structural performance of double-wall steel insulation silo with multiple bolted joints. Journal of Constructional Steel Research, 139, 411–423. doi: https://doi.org/10.1016/j.jcsr.2017.09.020
  13. Hu, F., Shi, G., Shi, Y. (2018). Constitutive model for full-range elasto-plastic behavior of structural steels with yield plateau: Formulation and implementation. Engineering Structures, 171, 1059–1070. doi: https://doi.org/10.1016/j.engstruct.2016.02.037
  14. Shi, G., Hu, F., Shi, Y. (2016). Comparison of seismic design for steel moment frames in Europe, the United States, Japan and China. Journal of Constructional Steel Research, 127, 41–53. doi: https://doi.org/10.1016/j.jcsr.2016.07.009
  15. Kanyilmaz, A., Castiglioni, C. A. (2017). Reducing the seismic vulnerability of existing elevated silos by means of base isolation devices. Engineering Structures, 143, 477–497. doi: https://doi.org/10.1016/j.engstruct.2017.04.032
  16. Tu, P., Vimonsatit, V. (2017). Silo quaking of iron ore train load out bin – A time-varying mass structural dynamic problem. Advanced Powder Technology, 28 (11), 3014–3025. doi: https://doi.org/10.1016/j.apt.2017.09.012
  17. Ozolins, O., Kalnins, K. (2017). An Experimental Buckling Study of Column-supported Cylinder. Procedia Engineering, 172, 823–830. doi: https://doi.org/10.1016/j.proeng.2017.02.130
  18. Raeesi, A., Ghaednia, H., Zohrehheydariha, J., Das, S. (2017). Failure analysis of steel silos subject to wind load. Engineering Failure Analysis, 79, 749–761. doi: https://doi.org/10.1016/j.engfailanal.2017.04.031
  19. Atroshenko, O., Bondarenko, O., Ustinenko, O., Tkachuk, M., Diomina, N. (2016). A numerical analysis of non–linear contact tasks for the system of plates with a bolted connection and a clearance in the fixture. Eastern-European Journal of Enterprise Technologies, 1 (7 (79)), 24–29. doi: https://doi.org/10.15587/1729-4061.2016.60087
  20. Tkachuk, M., Bondarenko, M., Grabovskiy, A., Sheychenko, R., Graborov, R., Posohov, V. et. al. (2018). Thin­walled structures: analysis of the stressed­strained state and parameter validation. Eastern-European Journal of Enterprise Technologies, 1 (7 (91)), 18–29. doi: https://doi.org/10.15587/1729-4061.2018.120547
  21. Tkachuk, M. M., Skripchenko, N., Tkachuk, M. A., Grabovskiy, A. (2018). Numerical methods for contact analysis of complex-shaped bodies with account for non-linear interface layers. Eastern-European Journal of Enterprise Technologies, 5 (7 (95)), 22–31. doi: https://doi.org/10.15587/1729-4061.2018.143193
  22. Tkachuk, M. (2018). A numerical method for axisymmetric adhesive contact based on kalker’s variational principle. Eastern-European Journal of Enterprise Technologies, 3 (7 (93)), 34–41. doi: https://doi.org/10.15587/1729-4061.2018.132076

Downloads

Published

2019-01-14

How to Cite

Atroshenko, O., Tkachuk, M. A., Martynenko, O., Tkachuk, M. M., Saverska, M., Hrechka, I., & Khovanskyi, S. (2019). The study of multicomponent loading effect on thin­walled structures with bolted connections. Eastern-European Journal of Enterprise Technologies, 1(7 (97), 15–25. https://doi.org/10.15587/1729-4061.2019.154378

Issue

Vol. 1 No. 7 (97) (2019): Applied mechanics

Section

Applied mechanics

License

Copyright (c) 2019 Oleksandr Atroshenko, Mykola Tkachuk, Oleksandr Martynenko, Mykola Tkachuk, Mariia Saverska, Iryna Hrechka, Serhii Khovanskyi

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

The consolidation and conditions for the transfer of copyright (identification of authorship) is carried out in the License Agreement. In particular, the authors reserve the right to the authorship of their manuscript and transfer the first publication of this work to the journal under the terms of the Creative Commons CC BY license. At the same time, they have the right to conclude on their own additional agreements concerning the non-exclusive distribution of the work in the form in which it was published by this journal, but provided that the link to the first publication of the article in this journal is preserved.

A license agreement is a document in which the author warrants that he/she owns all copyright for the work (manuscript, article, etc.).
The authors, signing the License Agreement with TECHNOLOGY CENTER PC, have all rights to the further use of their work, provided that they link to our edition in which the work was published.
According to the terms of the License Agreement, the Publisher TECHNOLOGY CENTER PC does not take away your copyrights and receives permission from the authors to use and dissemination of the publication through the world's scientific resources (own electronic resources, scientometric databases, repositories, libraries, etc.).
In the absence of a signed License Agreement or in the absence of this agreement of identifiers allowing to identify the identity of the author, the editors have no right to work with the manuscript.
It is important to remember that there is another type of agreement between authors and publishers – when copyright is transferred from the authors to the publisher. In this case, the authors lose ownership of their work and may not use it in any way.