| 钢筋钢纤维混凝土深梁受剪承载力塑性分析 |
| |
| 引用本文： | 赵军,高丹盈,朱海堂. 钢筋钢纤维混凝土深梁受剪承载力塑性分析[J]. 郑州大学学报(理学版), 2004, 36(3): 83-86 |
| |
| 作者姓名： | 赵军 高丹盈 朱海堂 |
| |
| 作者单位： | 1. 郑州大学土木工程学院,郑州,450002
2. 郑州大学环境与水利工程学院,郑州,450002 |
| |
| 摘 要： | 根据试验研究结果以及钢纤维混凝土的应力应变关系特点,建立钢筋钢纤维混凝土深梁斜截面破坏模型,并运用塑性分析方法建立与普通钢筋混凝土深梁相衔接的统-的斜截面受剪承载力的塑性计算公式,该公式与试验数据符合较好.
|
| 关 键 词： | 钢纤维混凝土 塑性分析 深梁 |
| 文章编号： | 1671-6841(2004)03-0083-04 |
| 修稿时间： | 2004-02-15 |
Plastic Analysis of the Shear Capacity of Steel Fiber Reinforced Concrete Deep Beams |
| |
| Zhao Jun,Gao Danying,Zhu Haitang. Plastic Analysis of the Shear Capacity of Steel Fiber Reinforced Concrete Deep Beams[J]. Journal of Zhengzhou University(Natrual Science Edition), 2004, 36(3): 83-86 |
| |
| Authors: | Zhao Jun Gao Danying Zhu Haitang |
| |
| Affiliation: | Zhao Jun1,Gao Danying2,Zhu Haitang2 |
| |
| Abstract: | Based on the experimental results and the characteristic of stress-strain relationship of steel fiber reinforced concrete, the diagonal sectional failure mode of steel fiber reinforced concrete deep beams is established. With the plastic ultimate analysis, the unified calculating formula is researched, which is connected with that of normal reinforced concrete deep beams and fits the experimental data well. |
| |
| Keywords: | steel fiber reinforced concrete plastic analysis deep beam |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
