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非预应力钢筋对无粘结部分预应力砼梁性能的影响
The Influences of Non-Prestressed Reinforcement on the Properties of Partially Prestressed Cohesiveless Concrete Beam
【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
【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.
- 【文献出处】 科技情报开发与经济 ,SCI/TECH INFORMATION DEVELOPMENT & ECONOMY , 编辑部邮箱 ,1999年05期
- 【分类号】TU378.2
- 【被引频次】2
- 【下载频次】24