Numerical analysis of the stressed-deformed state of a tubular element under thermal loading

Authors

DOI:

https://doi.org/10.32347/2410-2547.2023.110.199-206

Keywords:

semi-analytical finite element method, stress-strain state, plastic and thermoplastic deformation, tubular element, planar and spatial formulation, convergence of results, thermoforce loading

Abstract

In articles [2-5] solving relations and the block iteration method algorithm for solving linear and nonlinear equations by the semi-analytical finite element method for curvilinear heterogeneous prismatic bodies are implemented. In article [1], a numerical study of the convergence of the solution was performed, a wide range of test problems for bodies with smoothly and abruptly changing physical and geometric characteristics in elastic and elastic-plastic settings were considered. In [6], to confirm the reliability of the results obtained on the basis of the semi-analytical method of finite elements, the effectiveness of the application of this approach for the calculation of curvilinear inhomogeneous prismatic objects is shown. Solving control problems of the theory of elasticity, thermoelasticity, and thermoplasticity, as well as shape change problems, makes it possible to draw a conclusion about the reliability of the results of the research of a selected class of objects based on the developed methodology and implements its application program package.

In this paper, using the methodology outlined in the above works, the results of the numerical solution of the problem, which have an applied value, were presented. The stress-strain state of a tubular element with a rectangular cutout under conditions of thermoforce loading was studied. As a rule, solving similar problems is carried out in a flat setting without taking into account the bending load. This approach greatly simplifies the formulation of the problem, but leads to very significant errors in the results. At zero value of the bending load, a good agreement of the planar and spatial solutions is observed. The presence of a bending load leads to deviation of the curves from their initial position. The maximum discrepancy of the results is almost 50%.

The analysis of this structure from the standpoint of the spatial problem of thermoplasticity, which ensures taking into account the dependence of the physical and mechanical characteristics of the material on temperature and taking into account the bending load on the section of the cut, allowed us to reveal the real features of its deformation.

Author Biographies

Yuriy Maksimyuk, Kyiv National University of Construction and Architecture

Professor, Doctor of Technical Sciences, Professor of the Department of Construction Mechanics

Ivan Martyniuk, Kyiv National University of Construction and Architecture

candidate of technical sciences, doctoral student

Oleksandr Kozak, Kyiv National University of Construction and Architecture

candidate of technical sciences, Associate Professor at the KNUCA Department of Reinforced Concrete and Stone Structures

Oleksandr Maksimyuk, Kyiv National University of Construction and Architecture

graduate student

References

Bazhenov V.A. Zbizhnistʹ metoda skinchenykh elementiv i napivanalitychnoho metodu skinchenykh elementiv dlya pryzmatychnykh til z pereminnymy fizychnymy i heometrychnymy parametramy (Convergence of the finite element method and the semi-analytical finite element method for prismatic bodies with variable physical and geometric parameters) / V.A. Bazhenov, M.V. Horbach, I.Yu. Martyniuk, О.V. Maksymiuk // Opir materialiv i teoriia sporud– 2021. – Vyp. 106. – S. 92-104.

Bazhenov V.A. Napivanalitychnyi metod skinchenykh elementiv u pruzhnii ta pruzhno-plastychnii postanovtsi dlia kryvoliniinykh pryzmatychnykh obiektiv (Semi-analytical method of finished elements in elastic and elastic-plastic position for curviline prismatic objects) / V.A.Bazhenov, А.A.Shkril’,Yu.V.Maksymiuk, I.Yu.Martyniuk, О.V.Maksymiuk// Opir materialiv i teoriia sporud– 2020. – Vyp. 105. – S. 24–32.

Huliar O.I. Universalnyi pryzmatychnyi skinchenyi element zahalnoho typu dlia fizychno i heometrychno neliniinykh zadach deformuvannia pryzmatychnykh til (Universal prismatic finite element of general type for physically and geometrically nonlinear problems of deformation of prismatic bodies) / O.I. Huliar, Yu.V. Maksymiuk, A.A. Kozak, O.V. Maksymiuk // Budivelni konstruktsii teoriia i praktyka – 2020. – Vyp. 6. – S. 72–84.

Maksimyuk Yu.V. Osnovni spivvidnoshennia dlia fizychno i heometrychno neliniinykh zadach deformuvannia pryzmatychnykh til (Basic relations for physically and geometrically nonlinear problems of deformation of prismatic bodies) / Yu.V. Maksimyuk, S.O. Pyskunov, A.A. Shkril, O.V. Maksimyuk // Opir materialiv i teoriia sporud – 2020. – Vyp. 104. – S. 255–264.

Maksymiuk Yu.V. Alhorytm rozviazannia systemy liniinykh ta neliniinykh rivnian napivanalitychnym metodom skinchenykh elementiv dlia kryvoliniinykh neodnoridnykh pryzmatychnykh til (Algorithm for solving a system of linear and nonlinear equations by the semivanalytic finite element method for curvilinear inhomogeneous prismatic bodies) / Yu.V. Maksymiuk, M.V. Honcharenko, I.Iu. Martyniuk, O.V. Maksymiuk // Budivelni konstruktsii teoriia i praktyka – 2020. – Vyp. 7. – S. 101–108.

Vorona Y.V. Dostovirnistʹ rezulʹtativ otrymanykh napivanalitychnym metodom skinchenykh elementiv dlya pryzmatychnykh til z pereminnymy fizychnymy i heometrychnymy parametramy (Reliability of results obtained by semi-analytical finite element method for prismatic bodies with variable physical and geometric parameters) / Y.V. Vorona, Yu.V. Maksimyuk, I.Yu. Martyniuk, О.V. Maksimyuk // Strength of Materials and Theory of Structures: Scientific-&-Technical collected articles – Kyiv: KNUBA, 2021. – Issue 107. – P. 184-192.

Guz O.M. "Mechanics of Composites" editionin 12 volumes: a significant miles to neinthe century-long history of the Institute of Mechanics named after S.P. Tymoshenko / O.M. Guz, Ya. Ya. Rushchytsky // AppliedMechanics -2021.- 57, No. 5. - P. 3 - 17.

Maslo O.M. Assessment of the current state of the material of structural elements by the LM-hardness method / O. M. Maslo, P. O. Bulak, V. P. Shvets, A. A. Kotlyarenko // Strength problems-2022. No. 4. P. 81-91.

Mikhalevich V. M. Improvement of the method of solving the two-dimensional problem of pressing staffs / Mikhalevich V. M., Kraevsky V. O., DobranyukYu. V. // Bulletinof NTUU "KPI". Mechanicalengineering: a collectionofscientificworks. – 2016. – No. 2(77). – pp. 79–88.

Semi-analytical method of finite elements in spatial problems of deformation, destruction and shape change of bodies of complex structure / [Bazhenov V.A., Maksym'yukYu.V., MartynyukI.Yu., Maksym'yuk O.V.] - Kyiv: "Caravela" publishinghouse, 2021. - 280 p.

Downloads

Published

2023-06-26

Issue

Section

Статті