4.6 Article

Corrosion Crack Morphology and Creep Analysis of Members Based on Meso-Scale Corrosion Penetration

期刊

MATERIALS
卷 15, 期 20, 页码 -

出版社

MDPI
DOI: 10.3390/ma15207338

关键词

corrosion cracking mode; corrosion product penetration; creep behavior; plastic damage deformation; rate-dependent constitutive model; reinforced concrete beam

资金

  1. Open Fund of the National Engineering Research Center on Diagnosis and Rehabilitation of Industrial Building [YYY2020Z046]
  2. National Science Foundation of China [52038010]

向作者/读者索取更多资源

This paper investigates the development of load-carrying capacity and long-term creep performance of reinforced concrete beams under different corrosion patterns using a rate-dependent model of concrete and porosity mechanics method. The results show that the higher the corrosion rate, the lower the bearing capacity in all conditions. Additionally, the corrosion of top longitudinal reinforcement changes the beam's damage form to brittle damage. The creep coefficient decreases with the increase in corrosion rate, mainly due to the significant increase in initial deformation. Hence, it is more reasonable to use global deflection to describe the long-term deformation of corrosion-damaged members.
In this paper, to study the development of load-carrying capacity and long-term creep performance of reinforced concrete beams under different corrosion patterns, the rate-dependent model of concrete is used as the basis to consider the creep development process from the meso-scale level. The porosity mechanics method is used to simulate the generation and penetration process of corrosion products. Three corrosion conditions are set: bottom longitudinal reinforcement corrosion, top longitudinal reinforcement corrosion and all reinforcement corrosion. The corrosion rate is used as the variable in each corrosion condition. The results show that: (1) the greater the corrosion rate in all conditions, the lower the bearing capacity. In addition, the corrosion of top longitudinal reinforcement causes the damage form of the beam to change to brittle damage; (2) the creep coefficient decreases with the increase in corrosion rate in all working conditions, but the main factor for this phenomenon is the obvious increase in initial deformation. Consequently, it is not suitable to follow the conventional creep concept (deformation development/initial deformation) for the development of plastic deformation of damaged members. It is more reasonable to use the global deflection to describe the long-term deformation of corrosion-damaged members.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.6
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据