摘要
论述了后张法预应力筋张拉中的应力控制技术和理论伸长值的准确实用计算方法 ,通过理论伸长值与实测伸长值的比较分析 ,判断桥梁预加应力的准确性和可靠性。
This article describes the technology of controlling stresses in the process of tensioning the tendons with post\|tensioning method with discussion on the method of computing the theoretical value of elongation. Having compared the theoretical elongation with the measured value, it puts forwards to an accurate, reliable method for estimating the prestress of the girders.\;
出处
《内蒙古公路与运输》
2001年第4期5-7,W008,共4页
Highways & Transportation in Inner Mongolia