摘要
本文提出了混凝土梁斜筋和箍筋应力脉的计算公式．用Miner线性损伤理论对我国常用的33种混凝土梁进行了研究．认为这些梁的斜筋、箍筋损伤远小于跨中下缘钢筋的损伤，不会影响25T轴重技术的实施．
In this paper,the formula for calculating stress spectra of hoping and diagonal bar is presented. It is clear that the fatigue damage to these bars is less than that to main bars through preliminary study on 33 kinds of railway bearms by Miner's theory
出处
《长沙铁道学院学报》
CSCD
1997年第3期15-20,共6页
Journal of Changsha Railway University
基金
铁道部研究项目
