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预应力等效荷载计算的通用方法及其简化
引用本文:周威,郑文忠. 预应力等效荷载计算的通用方法及其简化[J]. 哈尔滨工业大学学报, 2005, 37(1): 49-51,83
作者姓名:周威  郑文忠
作者单位:哈尔滨工业大学,土木工程学院,黑龙江,哈尔滨,150090;哈尔滨工业大学,土木工程学院,黑龙江,哈尔滨,150090
基金项目:国家自然科学基金资助项目(50178026)高等学校骨干教师资助计划项目(1057).
摘    要:应用微分几何曲线论基本公式,建立了张拉按抛物线布置的预应力筋引起的等效荷载计算的通用方法及通用方法的简化方法.经计算分析,给出了目前张拉预应力筋引起的等效荷载计算的常规方法的适用范围.为合理设计预应力混凝土转换梁等特色结构提供了部分参考.

关 键 词:预应力筋  等效荷载  通用方法
文章编号:0367-6234(2005)01-0049-03

Unified method and simplification for calculating prestressing equivalent load
ZHOU Wei,ZHENG Wen-zhong School of Civil Engineering,Harbin Institute of Technology,Harbin ,China. Unified method and simplification for calculating prestressing equivalent load[J]. Journal of Harbin Institute of Technology, 2005, 37(1): 49-51,83
Authors:ZHOU Wei  ZHENG Wen-zhong School of Civil Engineering  Harbin Institute of Technology  Harbin   China
Affiliation:ZHOU Wei,ZHENG Wen-zhong School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China
Abstract:Based on curve formulae of differential geometry, unified method and simplification for calculating equivalent load caused by tensioning tendons of normal parabolic profile are established. Through calculation and analysis, utilizing range of the traditional method for calculating equivalent load is given, which provides the reference for rational design of special constructions such as transferring prestressed concrete girder, etc.
Keywords:prestressing tendon  equivalent load  unified method
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