摘要
运用半干通电加速锈蚀的方法,确定了钢板在不同锈蚀率条件下的本构关系,初步建立起锈蚀率和弹性模量之间的定量关系,为进一步研究腐蚀后混凝土结构的力学性能打下基础。
The initial structure relation of armor plate at different corrosive rate was decided by half-dry-electrify methods which were to accelerate corrosion, and the quantitative relation between corrosion rate and elastic module was established. It made the foundation for further research on structural mechanics of corrosive concrete.
出处
《混凝土》
CAS
CSCD
北大核心
2005年第7期33-35,共3页
Concrete
基金
国家自然科学基金资助项目(50078054)
淮海工学院自然科学基金资助项目(Z2004013)
关键词
混凝土
钢板
锈蚀率
concrete
armor-plate
corrosive-rate
