Degradation mechanisms of concrete subjected to combined environmental and mechanical actions: a review and perspective

被引:8
作者
Ye, Hailong [1 ]
Jin, Nanguo [2 ]
机构
[1] Univ Hong Kong, Dept Civil Engn, Pokfulam, Hong Kong, Peoples R China
[2] Zhejiang Univ, Dept Civil & Architectural Engn, Hangzhou, Zhejiang, Peoples R China
基金
中国国家自然科学基金;
关键词
concrete; multi-deterioration mechanisms; environmental factors; mechanical loading; durability design; ALKALI-SILICA REACTION; PORTLAND-CEMENT CONCRETE; SERVICE LIFE PREDICTION; FREEZE-THAW; REINFORCED-CONCRETE; CHLORIDE PENETRATION; SULFATE ATTACK; CRACKED CONCRETE; SURFACE-LAYER; FRIEDEL-SALT;
D O I
10.12989/cac.2019.23.2.107
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
In-service reinforced concrete structures are simultaneously subjected to a combination of multi-deterioration environmental actions and mechanical loads. The combination of two or more deteriorative actions in environments can potentially accelerate the degradation and aging of concrete materials and structures. This paper reviews the coupling and synergistic mechanisms among various deteriorative driving forces (e.g. chloride salts- and carbonation-induced reinforcement corrosion, cyclic freeze-thaw action, alkali-silica reaction, and sulfate attack). In addition, the effects of mechanical loads on detrimental environmental factors are discussed, focusing on the transport properties and damage evolution in concrete. Recommendations for advancing current testing methods and predictive modeling on assessing the long-term durability of concrete with consideration of the coupling effects are provided.
引用
收藏
页码:107 / 119
页数:13
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