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浅析无粘结预应力砼在桥梁工程中应用的可行性
The feasibility analysis of applying prestressed concrete with unbonded tendonds to bridge engineering
【摘要】 分析了无粘结预应力砼结构的静载强度、裂缝、挠度、疲劳强度等结构行为 ,从技术的角度讨论了无粘结预应力砼结构应用于桥梁工程的可行性 ,以促进无粘结预应力技术在桥梁工程中的应用
【Abstract】 Based on the analysis of the performence of prestressed concrete with unbonded,the feasibility of applying prestressed concrete with unbonded tendonds to bridge engineering is analysed so that the use of prestressed concrete with unbonded tendonds is spreaded.
- 【文献出处】 重庆交通学院学报 ,JOURNAL OF CHONGQING JIAOTONG INSTITUTE , 编辑部邮箱 ,2000年04期
- 【分类号】U445
- 【被引频次】6
- 【下载频次】64