摘要
结合锡张高速WXXQHT标主线桥第三联预应力钢绞线N1束的实际情况,介绍了预应力钢绞线张拉伸长值的计算方法,分析了实测伸长数值与计算伸长值的偏差因素。
Based on the actual situation of prestressed steel strand N1 bunch in Xizhang highway,the author introduces the calculation of prestressed steel strand elongation value,and analyzes deviation factor between measured and calculated elongation value.
出处
《施工技术》
CAS
北大核心
2010年第S1期306-308,共3页
Construction Technology
关键词
钢绞线
伸长值
偏差因素
弹性模量
steel strand
elongation value
deviation factor
elastic modulus