摘要
从力学性能方面分析了钢筋混凝土构件内锈蚀钢筋失效的原因 。
The reason of rusty reinforcement steel losing efficacy of reinforced concrete members is explained in respect of mechanical property, changing regularity of mechanical property of rusty reinforcement steel is analyzed herein.
出处
《黑龙江交通科技》
2002年第7期25-25,共1页
Communications Science and Technology Heilongjiang
关键词
锈蚀钢筋
延伸率
名义屈服强度
名义极限强度
rusty reinforcing steel
rate of strain
nominal yield strength
nominal limit strength
