Reliability analysis of geogrid material with random nonlinear viscoelastic characteristics

Introduction. The behavior in the course of a time of geogrid material with random nonlinear viscoelastic characteristics under tension is analysed. Parameters of viscoelasticity are represented in form of Gaussian random vector. The components of this vector are taken from experimental data. Aim of...

Full description

Bibliographic Details
Main Author: Alexander I Marasanov
Format: Article
Language:English
Published: Peoples’ Friendship University of Russia (RUDN University) 2019-12-01
Series:Structural Mechanics of Engineering Constructions and Buildings
Subjects:
Online Access:http://journals.rudn.ru/structural-mechanics/article/viewFile/20717/16736
id doaj-3bc227ae6f2d4aa1bc38055fe5e854b2
record_format Article
spelling doaj-3bc227ae6f2d4aa1bc38055fe5e854b22020-11-24T22:08:22ZengPeoples’ Friendship University of Russia (RUDN University)Structural Mechanics of Engineering Constructions and Buildings1815-52352587-87002019-12-01151445010.22363/1815-5235-2019-15-1-44-5017400Reliability analysis of geogrid material with random nonlinear viscoelastic characteristicsAlexander I Marasanov0Russian University of TransportIntroduction. The behavior in the course of a time of geogrid material with random nonlinear viscoelastic characteristics under tension is analysed. Parameters of viscoelasticity are represented in form of Gaussian random vector. The components of this vector are taken from experimental data. Aim of the research. The objective of this research is the analysis of influence of different factors (value of applied load and the application of load in the form of random value instead of dead one, number of realizations, change of given level of strain) on providing of needed service life of geogrid material with given reliability level. Here reliability is interpreted as function of probability of non-failure. The first crossing of some given level by random strain is considered as a failure. The strain value corresponding to yield limit of geogrid material is accepted as the given level of longitudinal strain. Methods. The realizations of Gaussian random vector of viscoelastic parameters of material with given correlation matrix were imitated by means of linear transformation method. Results. It is demonstrated that longitudinal strain is Gaussian nonstationary random process which stochastic analysis can be made on base of 10 000 realizations. The dependencies on time of mathematical expectation and standard deviation of random longitudinal strain as well as function of probability of non-failure are found. Conclusion. It is shown that durability estimation found on base of the deterministic problem solution is overestimated in comparison with stochastic problem solution if the condition of given service life providing with some reliability level is set up.http://journals.rudn.ru/structural-mechanics/article/viewFile/20717/16736geogridGaussian random vectordurabilitymathematical expectationstandard deviationthe probability of non-failure
collection DOAJ
language English
format Article
sources DOAJ
author Alexander I Marasanov
spellingShingle Alexander I Marasanov
Reliability analysis of geogrid material with random nonlinear viscoelastic characteristics
Structural Mechanics of Engineering Constructions and Buildings
geogrid
Gaussian random vector
durability
mathematical expectation
standard deviation
the probability of non-failure
author_facet Alexander I Marasanov
author_sort Alexander I Marasanov
title Reliability analysis of geogrid material with random nonlinear viscoelastic characteristics
title_short Reliability analysis of geogrid material with random nonlinear viscoelastic characteristics
title_full Reliability analysis of geogrid material with random nonlinear viscoelastic characteristics
title_fullStr Reliability analysis of geogrid material with random nonlinear viscoelastic characteristics
title_full_unstemmed Reliability analysis of geogrid material with random nonlinear viscoelastic characteristics
title_sort reliability analysis of geogrid material with random nonlinear viscoelastic characteristics
publisher Peoples’ Friendship University of Russia (RUDN University)
series Structural Mechanics of Engineering Constructions and Buildings
issn 1815-5235
2587-8700
publishDate 2019-12-01
description Introduction. The behavior in the course of a time of geogrid material with random nonlinear viscoelastic characteristics under tension is analysed. Parameters of viscoelasticity are represented in form of Gaussian random vector. The components of this vector are taken from experimental data. Aim of the research. The objective of this research is the analysis of influence of different factors (value of applied load and the application of load in the form of random value instead of dead one, number of realizations, change of given level of strain) on providing of needed service life of geogrid material with given reliability level. Here reliability is interpreted as function of probability of non-failure. The first crossing of some given level by random strain is considered as a failure. The strain value corresponding to yield limit of geogrid material is accepted as the given level of longitudinal strain. Methods. The realizations of Gaussian random vector of viscoelastic parameters of material with given correlation matrix were imitated by means of linear transformation method. Results. It is demonstrated that longitudinal strain is Gaussian nonstationary random process which stochastic analysis can be made on base of 10 000 realizations. The dependencies on time of mathematical expectation and standard deviation of random longitudinal strain as well as function of probability of non-failure are found. Conclusion. It is shown that durability estimation found on base of the deterministic problem solution is overestimated in comparison with stochastic problem solution if the condition of given service life providing with some reliability level is set up.
topic geogrid
Gaussian random vector
durability
mathematical expectation
standard deviation
the probability of non-failure
url http://journals.rudn.ru/structural-mechanics/article/viewFile/20717/16736
work_keys_str_mv AT alexanderimarasanov reliabilityanalysisofgeogridmaterialwithrandomnonlinearviscoelasticcharacteristics
_version_ 1725816339062325248