The application of the modified method of sections for calculations of curved flat rods

Authors

DOI:

https://doi.org/10.32347/2410-2547.2025.115.396-415

Keywords:

strength of materials, the modified method of sections, internal forces, curved rod

Abstract

In the paper there is presented the application of the modified method of sections (MMS) for calculation of flat curved rods approximated by the sequence of straight rods under the plain deforming in frames of the linear Bernoulli-Euler’s theory. It allows to simplify calculations of curved rods without using of the apparatus of the differential geometry. The orthogonal cross section is symmetrical relatively the plane of deformation to avoid warping. In the work there are presented the relations for transformation of defined internal force and kinematical parameters when there’s transition of the boundary of joining of two angle joint straight rods on plane. These relations are used for calculations by MMS of aggregate sequence of straight rods which approximate a curved rod. For checkups there was made the calculation of the quadrant circular arc using relations of the differential geometry and the calculation for the broken-line rod consisting of the aggregate sequence of five identical straight rods which approximate the quadrant circular arc for the same loadings. The kinematical parameters obtained in the particular point for the both calculations distinguish between themselves not more than for 1.5% which allows accurately to reveal the static redundancy using MMS. The areas of curvilinear diagrams of all internal forces equal to appropriate areas of diagrams obtained by MMS for the broken rod which proofs the conservation of the energy balance using MMS. The appropriate values of internal bending moments obtained on curvilinear diagrams and obtained by MMS for the broken rod are identical which enables to pass accurately the strength estimation or design using bending moments. The diagrams of axial and shear forces obtained by MMS for the broken rod are stepped where values of internal forces at each step approximately equal the mean values obtained from appropriate segments of the curvilinear diagram.

References

Sokov V. M. Modifitsirovannii metod sechenii dlya rascheta vnutrennikh usilii i peremeshchenii deformiruemikh tel (The modified method of sections for calculation of internal forces and displacements of deformable bodies). Zbirnyk naukovykh prats NUK. Mykolaiv: NUK, 2015. № 3 (434). S. 3–10. https://doi.org/10.15589/jnn20150302.

Pustinnikov V. I. Teoriya i praktika postroeniya epyur (vvedenie v soprotivlenie materialov) (The theory and practice of drawing of epures (introduction into the strength of materials)): ucheb. posobie . Kharkov: "Tornado", 1999. 224 s. ISBN 966-7554-03-1, 966-7554-28-7.

Singh, D. K. Strength of materials: 4-th edition. Switzerland: Springer Nature Switzerland AG, 2021. 905 p. ISBNs: 978-3-03-059666-8, 978-3-03-059667-5. https://doi.org/10.1007/978-3-030-59667-5.

Den Hartog, Jacob Pieter. Advanced strength of materials. Literary Licensing, LLC, 2012. 388 p. ISBNs: 1258432153, 978-1258432157.

Bedford, A., Liechti, K. M. Mechanics of Materials: 2-nd edition. Springer Nature Switzerland AG, 2020. 1019 p. ISBNs: 978-3-03-022081-5, 978-3-03-022082-2. https://doi.org/10.1007/978-3-030-22082-2.

Arthur P. Boresi, Richard J. Schmidt. Advanced Mechanics of Materials: 6th Edition. USA: John Wiley & Sons, Inc., 2002. 704 p. ISBN 978-0-471-43881-6.

Kollar, L. P., Tarján, G. Mechanics of civil engineering structures. Woodhead Publishing, 2020. 592 p. ISBNs: 0128203218, 978-0128203217. https://doi.org/10.1016/B978-0-12-820321-7.09991-3.

Pysarenko H.S. ta in.. Opir materialiv: Pidruchnyk (The strength of materials: Textbook) / H.S. Pysarenko, O.L. Kvitka, E.S. Umanskyi; Za red. H.S. Pysarenka. – 2-he vyd., dopov. i pererobl. – K.: Vyshcha shk., 2004. – 655 s.: il..

Ghuku, S., Saha, K. N. A parametric study on geometrically nonlinear behavior of curved beams with single and double link rods, and supported on moving boundary. International Journal of Mechanical Sciences. Elsevier, 2019. Volumes 161–162. 105065. https://doi.org/10.1016/j.ijmecsci.2019.105065.

Li, W., Ma, H., Gao, W. Geometrically exact curved beam element using internal force field defined in deformed configuration. International Journal of Non-Linear Mechanics. Elsevier, 2017. Vol. 89. pp. 116–126. https://doi.org/10.1016/j.ijnonlinmec.2016.12.008.

Gimena, L., Gonzaga, P., Gimena, F. Forces, moments, rotations, and displacements of polynomial-shaped curved beams. International Journal of Structural Stability and Dynamics. World Scientific, 2010. Vol. 10, No. 01, pp. 77-89. https://doi.org/10.1142/S0219455410003336.

Ecsedi, I., & Dluhi, K. A linear model for the static and dynamic analysis of non-homogeneous curved beams. Applied Mathematical Modelling. Elsevier, 2005. Vol. 29, Issue 12. pp. 1211–1231. https://doi.org/10.1016/j.apm.2005.03.006

Griso, G. Asymptotic behavior of structures made of curved rods. Analysis and Applications. World Scientific, 2008. Vol. 06, No. 01. pp. 11–22. https://doi.org/10.1142/S0219530508001031.

Jiang, Y., Tian, Y., Zhou, H., Tan, G., Xiong, J., Zhou, Y. Internal Force Calculation Method for a Complex Curved Beam Under a Vertical Load. Structural Engineering International. Taylor&Francis, 2023. Vol 34, Issue 2. pp. 317–326. https://doi.org/10.1080/10168664.2023.2194312.

Do Carmo, Manfredo P. Differential geometry of curves and surfaces: 2nd Edition. Mineola, New York: Dover Publications, Inc., 2016. 528 p. ISBNs: 978-0-486-80699-0, 0-486-80699-5.

Published

2025-10-30

Issue

Section

Статті