THE UNIFIED METHOD OF ALL COURSE ANALYSIS OF NORMAL SECTION UNDER LOAD FOR STEEL FIBER REINFORCED CONCRETE FLEXURAL MEMBER
-
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。Abstract: 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.
-
Key words:
- steel fiber /
- all course analysis /
- unified
-
[2] 过镇海, 张秀琴, 张达成,等.混凝土应力-应变全曲线的试验研究.建筑结构学报,1982(1):1~12; 赵军.钢筋钢纤维增强部分混凝土构件力学性能及设计方法的研究:[博士学位论文].哈尔滨:哈尔滨工业大学,2000; [3] 过镇海,张秀琴.混凝土受拉应力-应变全曲线的试验研究.建筑结构学报,1988(4):45~53; [4] 高丹盈,刘建秀.钢纤维混凝土基本理论.北京:科学技术文献出版社,1994; [5] Park R, Paulay T.Reinforced Concrete Structures. New York:John Wiley Sons,1975; [6] 朱伯龙,董振祥.钢筋混凝土非线性分析.上海:同济大学出版社,1984
点击查看大图
计量
- 文章访问数: 53
- HTML全文浏览量: 3
- PDF下载量: 36
- 被引次数: 0