钢纤维混凝土受弯构件正截面受力全过程分析的统一方法  

THE UNIFIED METHOD OF ALL COURSE ANALYSIS OF NORMAL SECTION UNDER LOAD FOR STEEL FIBER REINFORCED CONCRETE FLEXURAL MEMBER

作　　者：赵军[1] 高丹盈[1] 

机构地区：[1]郑州大学,郑州450002

出　　处：《工业建筑》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)。

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.

关 键 词：钢纤维 全过程分析 统一 钢筋混凝土受弯构件 钢纤维增强 正截面 统一方法 受力 钢纤维混凝土 结构理论 

分 类 号：TU375[建筑科学—结构工程] TQ175.732[化学工程—硅酸盐工业]