Analysis of time-dependent reliability of degenerated reinforced concrete structure

被引：0
|
作者：
Zhang Hongping [1 ]
Zhang Lili [1 ]
Xia Zhengbing [1 ]
机构：
[1] Jiangsu City Vocat Coll Nantong Campus, Coll Architecture & Civil Engn, Nantong 226006, Jiangsu, Peoples R China
来源：
FRATTURA ED INTEGRITA STRUTTURALE | 2016年 / Gruppo Italiano Frattura卷 / 37期
关键词：
Durability of structure; Reinforced concrete; Degeneration;
D O I：
10.3221/IGF-ESIS.37.46
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
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 time-dependent 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.
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页码：352 / 359
页数：8
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