摘要
在明确定义FRP筋混凝土梁两种破坏模式的基础上,给出了FRP筋普通混凝土及预应力混凝土梁的"界限配筋率"的计算建议,可为今后的研究与设计提供参考。
Based on the definition of two failure modes of concrete beam reinforced with FRP bars, the suggestions on computing critical reinforcement ratio for concrete beam reinforced with FRP bars and that of concrete beam reinforced with prestressed FRP bars are presented, which may be use for reference to further study and design.
出处
《工业建筑》
CSCD
北大核心
2008年第10期121-122,共2页
Industrial Construction
基金
国家自然科学基金资助项目(50768002)
关键词
FRP筋
混凝土梁
界限配筋率
计算方法
FRP bars concrete beam critical reinforcement ratio computing method
