摘要
根据高等钢筋混凝土结构理论,研究了钢纤维增强钢筋混凝土受弯构件的正截面受力全过程分析方法,利用钢纤维混凝土层厚这一参数,提出了适用于普通钢筋混凝土受弯构件、钢筋钢纤维增强部分混凝土受弯构件和钢筋全截面钢纤维混凝土受弯构件的统一的分析方法,并编制了统一的全过程分析计算程序。
Based on the high theory of reinforced concrete, the all course analysis of normal section under load for the steel fiber reinforced concrete flexural members is researched. With the thickness of steel fiber reinforced concrete layer, the unified calculating method is put forward, which is suitable for the normal reinforced concrete flexural members, the steel fiber reinforced partial concrete flexural members and the steel fiber reinforced whole concrete flexural members. Furthermore, the unified all course analysis programme is made.
出处
《工业建筑》
CSCD
北大核心
2005年第9期38-41,共4页
Industrial Construction
基金
国家自然科学基金项目(编号:50408008)。
