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体外预应力钢箱—混凝土组合梁的预应力损失的计算方法
引用本文:周奇,张南,洪英维.体外预应力钢箱—混凝土组合梁的预应力损失的计算方法[J].中南公路工程,2007,32(4):40-44.
作者姓名:周奇  张南  洪英维
作者单位:南京工业大学土木工程学院 江苏南京210009(周奇,张南),江西省交通设计院 江西南昌330002(洪英维)
基金项目:江苏省普通高校自然科学研究计划资助项目(02KJB560001)
摘    要:考虑了钢梁、栓钉以及非预应力筋对混凝土变形的约束作用,分析了体外预应力钢箱—混凝土组合梁的预应力损失的基本特性,建立了混凝土非自由收缩、徐变变形引起的体外预应力钢箱—混凝土组合梁的预应力损失的计算公式。

关 键 词:预应力损失  体外预应力  钢箱—混凝土组合梁  非自由收缩变形  非自由徐变变形
文章编号:1002-1205(2007)04-0040-05
收稿时间:2006-09-27
修稿时间:2006-09-27

The Calculation for the Loss of Pre-stressing in the External Pre-stressed Steel-Concrete Composite Box Beam
ZHOU Qi, ZHANG Nan, HONG Yingwei.The Calculation for the Loss of Pre-stressing in the External Pre-stressed Steel-Concrete Composite Box Beam[J].Central South Highway Engineering,2007,32(4):40-44.
Authors:ZHOU Qi  ZHANG Nan  HONG Yingwei
Institution:1. College of Civil Engineering, Nanjing University of Technology, Nanjing, Jiangsu 210009, China; 2. Communication Design Institute of J.X. Province, Nanchang, Jiangxi 330002, China
Abstract:Taking the restriction of steel beam,stud and reinforcing steel bar into account,the loss of pre-stressing in the external pre-stressed steel-concrete composite box beam has been analyzed,and the formula of the loss of pre-stressing caused by restricted concrete shrinkage and creep deformation has been set up.
Keywords:the loss of pre-stressing  external pre-stressing tendon  steel-concrete composite box beam  restricted concrete shrinkage  restricted concrete creep deformation
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