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CFRP筋作体外预应力束的简支梁桥设计研究
引用本文:王鹏,丁汉山,丁如珍,李浩,王新定. CFRP筋作体外预应力束的简支梁桥设计研究[J]. 特种结构, 2006, 23(4): 67-71
作者姓名:王鹏  丁汉山  丁如珍  李浩  王新定
作者单位:1. 东南大学,土木工程学院,南京,210096
2. 淮安市高速公路建设指挥部,223001
3. 江苏省交通规划设计院,南京,210005
基金项目:江苏省交通厅资助科研项目
摘    要:本文介绍了c筋在预应力混凝土公路梁桥建设中的应用。该桥为整体现浇25m跨径简支梁,采用CFRP筋中的碳绞线(Carbon Fiber Composite Cable)作为体外预应力束。文中论述了设计中应关注的主要问题,运用理论方法和有限元方法对结构作了全面分析,并在造价上与普通预应力混凝土梁桥作了比较。

关 键 词:桥梁  预应力混凝土  CFRP  体外预应力

Study on the Design of a Simply-supported Girder Bridge External Prestressed with CFRP Tendons
WangPeng,Ding Hanshan,Ding Ruzhen,LiHao,Wang Xinding. Study on the Design of a Simply-supported Girder Bridge External Prestressed with CFRP Tendons[J]. Special Structures, 2006, 23(4): 67-71
Authors:WangPeng  Ding Hanshan  Ding Ruzhen  LiHao  Wang Xinding
Abstract:The application of Carbon Fiber Reinforced Polymer(CFRP)tendons to prestressed concrete highway bridge is addressed.The bridge consists of 25m-long simply-supported monolithic concrete girders external prestressed with Carbon Fiber Composite Cable(CFCC),one type of CFRP tendons.The main problems which should be paid at- tention to in the design are thoroughly discussed;the structure is analyzed with related theories and finite-element methods.The differences in cost between this bridge and ordinary prestressed concrete bridge are described.
Keywords:Bridge  Prestressed concrete  Carbon fiber reinforced polymer  External prestressed  
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