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先后张预应力混凝土箱梁对比设计与分析
引用本文:李广慧,张存超,王东炜,张奇伟.先后张预应力混凝土箱梁对比设计与分析[J].河南科学,2005,23(6):839-842.
作者姓名:李广慧  张存超  王东炜  张奇伟
作者单位:郑州航空工业管理学院,河南,郑州,450015;河南省交通规划勘察设计院,河南,郑州,450015;郑州大学土木工程学院,河南,郑州,450002
基金项目:河南省教育厅自然科学基金项目(200510485017)
摘    要:运用桥梁专用计算软件‘桥梁博士’,以40 m跨度先、后张预应力混凝土组合箱梁为分析对象,对其进行了对比设计和刚度、应力等力学性能的对比分析.分析表明,折线配束先张箱梁在更大跨度公路桥梁中应用是可行的.

关 键 词:箱梁  预应力混凝土  先张法  后张法
文章编号:1004-3918(2005)06-0839-04
收稿时间:2005-07-12
修稿时间:2005年7月12日

Comparative design and analysis of on pre-tensioned/post-tensioned pre-stressed concrete box girder
LI Guang-hui,ZHANG Cun-chao,WANG Dong-wei,ZHANG Qi-wei.Comparative design and analysis of on pre-tensioned/post-tensioned pre-stressed concrete box girder[J].Henan Science,2005,23(6):839-842.
Authors:LI Guang-hui  ZHANG Cun-chao  WANG Dong-wei  ZHANG Qi-wei
Abstract:40m-span pre-stressed concrete box girders with pre-tensioned and post-tensioned tendons are designed respectively in this paper,and analysis on stress,stiffness and other mechanical indices were carried out with planner analysis software.The results show that the application of pre-stressed concrete box girder with pre-tensioned tendons in highway bridges of larger span is feasible.
Keywords:box girder  pre-stressed concrete  pre-tensioned  post-tensioned
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