Investigation of the influence of flange thickness on the nature of the development of zones of plasticity in casing detail

Authors

DOI:

https://doi.org/10.32347/2410-2547.2022.108.97-106

Keywords:

finite element method, semi-analytical finite element method, stress-strain state, elastic and elastic-plastic deformation, curvilinear prismatic bodies, flange, plasticity zones, the casing detail

Abstract

In papers [11, 15 18] the solution relations and the algorithm of the method of block iterations of solving linear and nonlinear equations by the semivanalytic finite element method for curvilinear inhomogeneous prismatic bodies are realized. In paper [1], a numerical study of the convergence of solutions was performed, and a wide range of test problems for bodies with smoothly and abruptly changing physical and geometric characteristics in elastic and resilient-plastic formulation was considered. In paper [21], to confirm the reliability of the results obtained on the basis of the semi-analytical finite element method, the effectiveness 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 problems of shape change makes it possible to draw conclusions about the reliability of the results of the study of a selected class of objects based on the developed methodology and implements its application package.

In this work, using the method described in the above works, a numerical analysis of the stress-strain state of a spatial object was performed, namely the study of the influence of flange thickness on the nature of the development of plasticity zones in the casing detail. It should be noted that the use of a thickened flange allowed to localize the zone of plasticity and its length in this case does not exceed half the length of the bell. In this case, the additional cost of material for the manufacture of thickened flange is fully justified. This reduces the level of plastic deformations and stresses in the hazardous area and prolongs the life of the casing detail.

Author Biographies

Yurii Maksymiuk, Kyiv National University of Construction and Architecture

Doctor of Technical Science, Professor, Professor of the Department of Structural Mechanics

Yurii Chuprina, Kyiv National University of Construction and Architecture

Doctor of Science (Economic), Professor of the Department of Management in Construction

Oleksandr Kozak, Kyiv National University of Construction and Architecture

Candidate of technical science, Associate Professor of the Department of Reinforced Concrete and Stone Structures

Ivan Martyniuk, Kyiv National University of Construction and Architecture

Candidate of technical science, doctoral student of the department of structural mechanics

Oleksandr Maksymiuk, Kyiv National University of Construction and Architecture

Graduate student

References

Bazhenov V.A. 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 // Strength of Materials and Theory of Structures: Scientific-&-Technical collected articles– 2021. – No. 106. – PP. 92-104.

Bazhenov V., Pyskunov S., Solodei І. Continuum mechanics:Semi-analytical finite element method. - Cambridge Scientific Publisher, 2019. - 236 р.

Bazhenov V.A., Pyskunov S.O., Shkril O.O. Napivanalitychnyi metod skinchenykh elementiv u zadachakh ruinuvannia til z trishchynamy (Semi-analytical finite element method in problems of bodies with crack). – Kyiv, 2017. – 206 p.

Chen M.J., Them L.G., Cheung Y.K. Analysis of Thin Parallelogram Plates Bending by Spline-finite-strip Method // Инъюн мусюэ хелисюэ, Appl. Math. and Mech. – 1984. – v.5 – N 6. – P.755-764.

Chernyak A.M. To the calculation of physically and geometrically nonlinear cylindrical shells and plates by the finite strip method//In the book.: ResearchofStructural Mechanics and Structural Engineering. – Tomsk: Tomsk University Publishing House. – 1984. – P.22-26.

Cheung Y.K. Static and Dynemic Behavior of Restangular Plates Using Higher Order of Finite Strips // Build Sci. – 1972 – v.7 – N 3 – P.151-158.

Cheung Y.K.. Tham L.G., Li W.Y. Application of Spline-Finite-Strip Method in the Analysis of Curved Slab Bridge // Proc. Inst. Civ. Eng. – 1986. – v.81 – March – P.111-124.

Davidyants Т.R. The numerical studies of bridge structures from non-linearly deformable elements // Highways and road construction. – 1984. – v.34. – P.58-60.

Filonenko-Borodich M.M. On a certain system of functions and its application in the theory of elasticity // Prikl. Mat. Mekh. – Т.Kh. – v.2. – 1946. – P. 97-104.

Horvay G. The End Problem of Restangular Strips // J. Appl. Mech.–1953.–v.20–N 1–P.57-69.

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 // Building constructions. Theory and Practice. – 2020. – No. 6. – PP. 72–84.

Ivanchenko G.M. Derivation of formulas for calculation of nodal reactions and coneficients of matrix matrixity of a finite element on the basis of representation of transmission / G.M. Ivanchenko , Yu.V. Maksimyuk, А.А. Коzak, I.Yu. Martyniuk // Management of Development of Complex Systems: Scientific-&-Technical collected articles – Kyiv: KNUBA, 2021. – Issue46 – P. 55-62.

Lantukh-Lyashchenko A.I. Discrete continuum model of multilayer shallow shells and plates //Strength issues. – 1986. – № 7. – P.96-98.

Li W.Y., Cheung Y.K., Tham L.C. Spline-finite-strip Analysis of General Plates // J. Eng. Mech. – 1986. v.112 – N 1-P.43-54.

Maksimyuk Yu.V. Basic relations for physically and geometrically nonlinear problems of deformation of prismatic bodies (Основні співвідношення для фізично і геометрично нелінійних задач деформування призматичних тіл) / Yu.V. Maksimyuk, S.O. Pyskunov, A.A. Shkril, O.V. Maksimyuk // Strength of Materials and Theory of Structures: Scientific-&-Technical collected articles – 2020. – No. 104. – PP. 255–264.

Maksimyuk Yu.V. Features of derivation of formulas for calculation of nodal reactions and coefficients of matrix of rigidity of a finite element with averaged mechanical and geometrical parameters / Yu.V. Maksimyuk, А.А. Коzak, I.Yu. Martyniuk, О.V. Maksimyuk// Building constructions. Theory and Practice. – 2021. – Issue 8. – Р. 97–108.

Maksimyuk Yu.V. Nodal reactions and coefficients of the stiffness matrix of a finite element based on the representation of displacements by polynomials / Yu.V. Maksimyuk, А.А. Skril’, І. Мартинюк, V.V. Buchko// Building constructions. Theory and Practice. – 2021. – Issue 9. – Р. 54–62.

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.Yu. Martyniuk, O.V. Maksymiuk // Building constructions. Theory and Practice. – 2020. – Vyp. 7. – S. 101–108.

Mikhlin S.G. The numerical performance of variational methods.–M.:The science, 1966.–432 p.

Them L.G., Li W.Y., Cheung Y.K., Chen M.J. Bending of Shew Plates by Spline-finite-strip Method // Comput. and Struct. – 1986. – v.22 – N 1 – P.31-38.

Vorona Y.V. 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.

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2022-05-30

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