摘要
通过对2根先张折线形配筋部分预应力混凝土梁与1根后张有黏结部分预应力混凝土梁的疲劳试验,进行了疲劳荷载作用下平截面假定的验证,分析了其挠度随着疲劳循环次数增加的变化规律,探讨了部分预应力混凝土梁在疲劳荷载作用下挠度的计算方法和计算公式.结果表明,按本文提出的公式计算的结果与试验结果符合较好.
Through the fatigue test on deflection of 3 partial prestressed concrete beams,2 fold -line pre -tension prestressed beams and 1 post - tensioned pre - stressed concrete beam,the paper validates the assumption of the flat section under fatigue load, and describes the law that deflection changes with increasing load circle degrees. It also discusses the calculation methods and formulae of deflection of partially prestressed concrete beams under fatigue load. The calculation results are in good agreement with the experimental results.
出处
《郑州大学学报(工学版)》
CAS
2007年第4期4-7,共4页
Journal of Zhengzhou University(Engineering Science)
基金
国家自然科学基金资助项目(50578148)
河南省交通厅资助项目(2005P338)
关键词
先张折线形
预应力混凝土梁
疲劳
挠度
fold- line partial pre- tension
prestressed beam
fatigue
deflection