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不对称预应力管道中钢绞线张拉伸长值计算
引用本文:尚跃强.不对称预应力管道中钢绞线张拉伸长值计算[J].价值工程,2012,31(11):59-60.
作者姓名:尚跃强
作者单位:中铁十七局集团第二工程有限公司,西安,710043
摘    要:本文介绍了预应力管道中钢绞线在对称张拉、不对称张拉、单端张拉情况下伸长量计算过程,着重介绍不对称预应力管道张拉过程中0位移点的确定方法,并分别计算出0位移点两边钢绞线的不同伸长量。

关 键 词:钢绞线伸长值计算  不对称张拉  0位移点

Tension and Elongation Value Calculation of Asymmetric Prestressed Steel Strand
Shang Yueqiang.Tension and Elongation Value Calculation of Asymmetric Prestressed Steel Strand[J].Value Engineering,2012,31(11):59-60.
Authors:Shang Yueqiang
Institution:Shang Yueqiang(The 2nd Engineering Co.,Ltd.of China Railway 17 Bureau Group Corporation,Xi’an 710043,China)
Abstract:This paper introduces the calculation of tension and elongation value of symmetric tension,asymmetric tension,and single ended tension.It focuses on the determination of 0 displacement point in asymmetric prestressed pipeline tension process,and the calculation of different elongation value at the two side of steel strand.
Keywords:steel strand elongation value calculation  asymmetric tension  0 displacement point
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