Calculation of flexible arches for large deflections
Authors: Druzyak S.V. | |
Published in issue: #10(75)/2022 | |
DOI: 10.18698/2541-8009-2022-10-828 | |
Category: Mechanics | Chapter: Mechanics of Deformable Solid Body |
|
Keywords: parameter continuation method, nonlinear deformation, boundary value problem, codimension, limit point, bifurcation point, elastic characteristic, slamming, control parameter |
|
Published: 09.11.2022 |
The method of constructing the elastic characteristic of a rod structure at all stages of the nonlinear deformation process is considered. Using a rod model reflecting the linear-elastic properties of the material, the boundary value problem for the system of nonlinear differential equations depending on the parameter is solved. The iterative method of continuation over the parameter is chosen as the method for solving the nonlinear problem. The solution is a predictor-corrector scheme. The predictor stage consists in extrapolation of the solution by means of the Lagrange polynomials and the corrector stage is the specification of the results obtained by extrapolation by means of the modified Newton method. The comparison of the results obtained by the author's program with the results of solving the problem in the ANSYS Mechanical APDL finite-element complex is shown.
References
[1] Arnold V.I. Teoriya katastrof [Theory of catastrophes]. Moscow, Nauka Publ., 1990 (in Russ.).
[2] Poston T., Stewart I. Catastrophe theory and its applications. Courier Corp., 1996 (Russ. ed.: Teoriya katastrof i ee prilozheniya. Moscow, Mir Publ., 1980.)
[3] Grigolyuk E.I., Shalashilin V.I. Problemy nelineynogo deformirovaniya [Problems of nonlinear deformation]. Moscow, Nauka Publ., 1988 (in Russ.).
[4] Ortega J.M., Poole W.G. An introduction to numerical methods for differential equations. Pitman, 1981. (Rus. ed.: Vvedenie v chislennye metody resheniya differentsialnykh uravneniy. Moscow, Nauka Publ., 1986.)
[5] Gavryushin S.S. Razrabotka metodov rascheta i proektirovaniya uprugikh obolochechnykh konstruktsiy pribornykh ustroystv. Diss. dok. tekh. nauk [Development of calculation and design methods for elastic shell structures of instrumentation devices. Kand. tech. sci. diss.]. Moscow Publ., GTU, 1994 (in Russ.).
[6] Gavryushin S.S. Numerical analyses of the processes of thin elastic shells nonlinear deformation. Matematicheskoe modelirovanie i chislennye metody [Mathematical Modeling and Computational Methods], 2014, no. 1, pp. 115–130 (in Russ.).
[7] Gavryushin S.S., Nikolaeva A.S. Method of change of the subspace of control parameters and its application to problems of synthesis of nonlinearly deformable axisymmetric thin-walled structures. Izv. RAN. MTT, 2016, no. 3, pp. 120–130 (in Russ.). (Eng. version: Mech. Solids., 2016, vol. 51, no. 3, pp. 339–348. DOI: https://doi.org/10.3103/S0025654416030110)
[8] Valishvili N.V. On one algorithm for solving of nonlinear boundary problems. PMM, 1968, vol. 32, no. 6, pp. 1089–1096 (in Russ.).
[9] Valishvili N.V. Metody rascheta obolochek vrashcheniya na ETsVM [Method for calculation of rotation shells on the computer]. Moscow, Mashinostroenie Publ., 1976 (in Russ.).
[10] Riks E. The application of Newton’s method to the problem of elastic stability. J. Appl. Mech., 1972, vol. 39, no. 4, pp. 1060–1065. DOI: https://doi.org/10.1115/1.3422829
[11] Crisfield M.A. A fast Incremental/Iterative solution procedure that handles “snapthrought”. Comput. Struct., 1981, vol. 13, no. 1-3, pp. 55–62. DOI: https://doi.org/10.1016/0045-7949(81)90108-5