Analysis of time-dependent reliability of degenerated reinforced concrete structure

Durability deterioration of structure is a highly random process. The maintenance of degenerated structure involves the calculation of the reliability of time-dependent structure. This study introduced reinforced concrete structure resistance decrease model and related statistical parameters of unce...

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Main Authors: Zhang Hongping, Zhang Lili, Xia Zhengbing
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2016-06-01
Series:Fracture and Structural Integrity
Subjects:
Online Access:https://www.fracturae.com/index.php/fis/article/view/1757
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author Zhang Hongping
Zhang Lili
Xia Zhengbing
author_facet Zhang Hongping
Zhang Lili
Xia Zhengbing
author_sort Zhang Hongping
collection DOAJ
description Durability deterioration of structure is a highly random process. The maintenance of degenerated structure involves the calculation of the reliability of time-dependent structure. This study introduced reinforced concrete structure resistance decrease model and related statistical parameters of uncertainty, analyzed resistance decrease rules of corroded bending element of reinforced concrete structure, and finally calculated timedependent reliability of the corroded bending element of reinforced concrete structure, aiming to provide a specific theoretical basis for the application of time-dependent reliability theory.
format Article
id doaj-art-f0efded051f94d57a6aa3113fbede9e4
institution Kabale University
issn 1971-8993
language English
publishDate 2016-06-01
publisher Gruppo Italiano Frattura
record_format Article
series Fracture and Structural Integrity
spelling doaj-art-f0efded051f94d57a6aa3113fbede9e42025-01-02T23:01:30ZengGruppo Italiano FratturaFracture and Structural Integrity1971-89932016-06-01103710.3221/IGF-ESIS.37.46Analysis of time-dependent reliability of degenerated reinforced concrete structureZhang HongpingZhang LiliXia ZhengbingDurability deterioration of structure is a highly random process. The maintenance of degenerated structure involves the calculation of the reliability of time-dependent structure. This study introduced reinforced concrete structure resistance decrease model and related statistical parameters of uncertainty, analyzed resistance decrease rules of corroded bending element of reinforced concrete structure, and finally calculated timedependent reliability of the corroded bending element of reinforced concrete structure, aiming to provide a specific theoretical basis for the application of time-dependent reliability theory.https://www.fracturae.com/index.php/fis/article/view/1757Durability of structureReinforced concreteDegeneration
spellingShingle Zhang Hongping
Zhang Lili
Xia Zhengbing
Analysis of time-dependent reliability of degenerated reinforced concrete structure
Fracture and Structural Integrity
Durability of structure
Reinforced concrete
Degeneration
title Analysis of time-dependent reliability of degenerated reinforced concrete structure
title_full Analysis of time-dependent reliability of degenerated reinforced concrete structure
title_fullStr Analysis of time-dependent reliability of degenerated reinforced concrete structure
title_full_unstemmed Analysis of time-dependent reliability of degenerated reinforced concrete structure
title_short Analysis of time-dependent reliability of degenerated reinforced concrete structure
title_sort analysis of time dependent reliability of degenerated reinforced concrete structure
topic Durability of structure
Reinforced concrete
Degeneration
url https://www.fracturae.com/index.php/fis/article/view/1757
work_keys_str_mv AT zhanghongping analysisoftimedependentreliabilityofdegeneratedreinforcedconcretestructure
AT zhanglili analysisoftimedependentreliabilityofdegeneratedreinforcedconcretestructure
AT xiazhengbing analysisoftimedependentreliabilityofdegeneratedreinforcedconcretestructure