钢筋锈蚀引起混凝土保护层锈胀开裂被认为是钢筋混凝土结构耐久性失效最主要原因之一,国内外学者就此过程开展了大量的研究工作。结合最新研究成果,对钢筋锈蚀引起混凝土保护层锈胀开裂研究所用的理论、试验和数值模拟方法做出评述。针对当前研究中存在的问题进行了总结和展望,并提出了多尺度数值方法应用于钢筋锈蚀引起混凝土保护层开裂问题。
Concrete cover cracking caused by reinforcement corrosion is thought to be one of the most important reasons of durability failure of reinforced concrete structure.Scholars at home and abroad have made extensive research in this regard.Based on the latest research results,it reviewd the theories,experiment and numerical simulation method of reinforcement corrosion caused cover cracking,summarizes the problems in current research,and proposes multi- scale numerical method to be applied to reinforcement corrosion caused cover cracking.