Features of Accounting for Geometric and Physical Nonlinearities in Long-Span Pneumatic Membrane Systems

Objective. The purpose of the study is to substantiate the need to take into account the geometric and physical nonlinearities in large-span membrane-pneumatic systems.Method. The study is based on the application of the parameter variation method; method of successive loadings; the iterative method...

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Main Authors: A. Yu. Kim, S. V. Polnikov, M. F. Amoyan
Format: Article
Language:Russian
Published: Dagestan State Technical University 2023-02-01
Series:Вестник Дагестанского государственного технического университета: Технические науки
Subjects:
Online Access:https://vestnik.dgtu.ru/jour/article/view/1189
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author A. Yu. Kim
S. V. Polnikov
M. F. Amoyan
author_facet A. Yu. Kim
S. V. Polnikov
M. F. Amoyan
author_sort A. Yu. Kim
collection DOAJ
description Objective. The purpose of the study is to substantiate the need to take into account the geometric and physical nonlinearities in large-span membrane-pneumatic systems.Method. The study is based on the application of the parameter variation method; method of successive loadings; the iterative method of parameter increments using the third Euler-Cauchy numerical procedure or the Runge-Kutta method of a higher order of accuracy.Result. It has been established that the geometric non-linearity can be from 5 to 10% if the structure has a small or medium span, and the load on the structure is not very large, especially when it comes to section load. If the span of the structure is 120150 meters, and the load and deflections are large enough, then the geometric nonlinearity can be 20% or more. It was revealed that the physical nonlinearity, which we took into account by the standard Euler-Cauchy procedure of the third order of accuracy, with a large span of the structure and a large load is approximately 13-21%, and the part of the physical nonlinearity of the air pumped between the hermetic membranes of the structure is determined using an improved formula Euler-Cauchy with the number of iterations 20-25, i.e. "aftereffect", according to the results of the study, ranges from 2-7%.Conclusion. A structure consisting of light metal structures can be erected within a few months on a finished pile or strip foundation. Such structures can easily withstand many types of dynamic loads, namely wind, seismic, vibration, and are one-third cheaper than buildings made from traditional materials.
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spelling doaj.art-a158f660b3624a8bb2be660d3bf3a86b2023-09-03T14:33:10ZrusDagestan State Technical UniversityВестник Дагестанского государственного технического университета: Технические науки2073-61852542-095X2023-02-0149415216110.21822/2073-6185-2022-49-4-152-161747Features of Accounting for Geometric and Physical Nonlinearities in Long-Span Pneumatic Membrane SystemsA. Yu. Kim0S. V. Polnikov1M. F. Amoyan2Саратовский государственный технический университет имени Гагарина Ю.А.Саратовский государственный технический университет имени Гагарина Ю.А.Саратовский государственный технический университет имени Гагарина Ю.А.Objective. The purpose of the study is to substantiate the need to take into account the geometric and physical nonlinearities in large-span membrane-pneumatic systems.Method. The study is based on the application of the parameter variation method; method of successive loadings; the iterative method of parameter increments using the third Euler-Cauchy numerical procedure or the Runge-Kutta method of a higher order of accuracy.Result. It has been established that the geometric non-linearity can be from 5 to 10% if the structure has a small or medium span, and the load on the structure is not very large, especially when it comes to section load. If the span of the structure is 120150 meters, and the load and deflections are large enough, then the geometric nonlinearity can be 20% or more. It was revealed that the physical nonlinearity, which we took into account by the standard Euler-Cauchy procedure of the third order of accuracy, with a large span of the structure and a large load is approximately 13-21%, and the part of the physical nonlinearity of the air pumped between the hermetic membranes of the structure is determined using an improved formula Euler-Cauchy with the number of iterations 20-25, i.e. "aftereffect", according to the results of the study, ranges from 2-7%.Conclusion. A structure consisting of light metal structures can be erected within a few months on a finished pile or strip foundation. Such structures can easily withstand many types of dynamic loads, namely wind, seismic, vibration, and are one-third cheaper than buildings made from traditional materials.https://vestnik.dgtu.ru/jour/article/view/1189нелинейная строительная механикашаговые методы решения задачрасчет сооружения с учетом геометрической и физической нелинейности, итерационный метод эйлера –коши третьего порядка точности
spellingShingle A. Yu. Kim
S. V. Polnikov
M. F. Amoyan
Features of Accounting for Geometric and Physical Nonlinearities in Long-Span Pneumatic Membrane Systems
Вестник Дагестанского государственного технического университета: Технические науки
нелинейная строительная механика
шаговые методы решения задач
расчет сооружения с учетом геометрической и физической нелинейности, итерационный метод эйлера –коши третьего порядка точности
title Features of Accounting for Geometric and Physical Nonlinearities in Long-Span Pneumatic Membrane Systems
title_full Features of Accounting for Geometric and Physical Nonlinearities in Long-Span Pneumatic Membrane Systems
title_fullStr Features of Accounting for Geometric and Physical Nonlinearities in Long-Span Pneumatic Membrane Systems
title_full_unstemmed Features of Accounting for Geometric and Physical Nonlinearities in Long-Span Pneumatic Membrane Systems
title_short Features of Accounting for Geometric and Physical Nonlinearities in Long-Span Pneumatic Membrane Systems
title_sort features of accounting for geometric and physical nonlinearities in long span pneumatic membrane systems
topic нелинейная строительная механика
шаговые методы решения задач
расчет сооружения с учетом геометрической и физической нелинейности, итерационный метод эйлера –коши третьего порядка точности
url https://vestnik.dgtu.ru/jour/article/view/1189
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AT svpolnikov featuresofaccountingforgeometricandphysicalnonlinearitiesinlongspanpneumaticmembranesystems
AT mfamoyan featuresofaccountingforgeometricandphysicalnonlinearitiesinlongspanpneumaticmembranesystems