| 非预应力钢筋对无粘结部分预应力砼梁性能的影响 |
| |
| 引用本文： | 石勇,陆洲.非预应力钢筋对无粘结部分预应力砼梁性能的影响[J].科技情报开发与经济,1999,9(5):72-73. |
| |
| 作者姓名： | 石勇 陆洲 |
| |
| 作者单位： | 1. 太原理工大学建筑设计研究院 030024太原
2. 山西省化工设计院,030024太原 |
| |
| 摘 要： | 基于有粘结非预应力筋对无粘结预应力筋极限应力、裂缝宽度、裂缝间距等几方面的影响，通过试验及理论分析，提出了非预应力筋的有效配筋范围
|
| 关 键 词： | 无粘结预应力 极限应力 屈服强度 裂缝 |
| 修稿时间： | 1999-01-21 |
The Influences of Non-Prestressed Reinforcement on the Properties of Partially Prestressed Cohesiveless Concrete Beam |
| |
| Shi Yong,Lu Zhou.The Influences of Non-Prestressed Reinforcement on the Properties of Partially Prestressed Cohesiveless Concrete Beam[J].Sci-Tech Information Development & Economy,1999,9(5):72-73. |
| |
| Authors: | Shi Yong Lu Zhou |
| |
| Institution: | Shi Yong Lu Zhou |
| |
| Abstract: | Based on the influences of non-prestressed cohesive reinforcement on limit stress,crack width,crack spacing and other respects of prestressed cohesiveless reinforcement and through tests and theoretical analysis,this paper gives an effective collocation scope of non-prestressed reinforcement. |
| |
| Keywords: | cohesiveless prestress limit stress yield strength crack |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
