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实用体外预应力结构预应力损失估算方法
引用本文:胡志坚,胡钊芳.实用体外预应力结构预应力损失估算方法[J].桥梁建设,2006(1):73-75,82.
作者姓名:胡志坚  胡钊芳
作者单位:1. 同济大学桥梁工程系,上海,200092;武汉理工大学交通学院,湖北,武汉,430063
2. 华东交通大学,江西,南昌,330013
摘    要:在现有研究和相关规定的基础上,通过分项研究,考虑了包括摩阻损失、锚具变形损失、混凝土弹性压缩损失、时效损失等各项应力损失计算理论,并通过井冈山大桥的具体加固工程实例,验证了相关计算理论的正确性和精度。

关 键 词:体外预应力结构  应力损失  桥梁加固  计算方法
文章编号:1003-4722(2006)01-0073-03
收稿时间:2005-04-13
修稿时间:2005-04-13

Practical Estimation Method for Prestress Loss of Externally Prestressed Structures
HU Zhi-jian,HU Zhao-fang.Practical Estimation Method for Prestress Loss of Externally Prestressed Structures[J].Bridge Construction,2006(1):73-75,82.
Authors:HU Zhi-jian  HU Zhao-fang
Institution:1. Department of Bridge Engineering, Tongji University, Shanghai 200092, China; 2. College of Communications, Wuhan University of Technology, Wuhan 430063, China; 3. Huadong University of Communications, Nanchang 330013, China
Abstract:Based on the current research findings of external prestressing techniques and the codes and specifications related to,the correctness and precision of some of the calculation theories in connection with prestress loss in the techniques are verified through respective study of various losses due to friction resistance,anchor deformation,concrete elastic compression,time-dependent variations,and also through a specific example of a bridge strengthening project,the Jinggangshan Bridge.
Keywords:externally prestressed structure  prestress loss  bridge strengthening  calculation method  
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