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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Format: | Article |
Language: | English |
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Gruppo Italiano Frattura
2016-06-01
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Series: | Fracture and Structural Integrity |
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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 |