摘要
本文分析了无冲切钢筋混凝土板的冲切破坏形态并提出了考虑弯曲对冲切强度影响的冲切破坏模式和相应的计算公式，经与２０９块钢筋混凝土板的实验数据比较．说明了本文公式计算值与实验值吻合良好．
The present paper investigates the punching failure behavior or reinforced concrete slabs without shear reinforcement. The punching failure pattern is given and the prediction equation is derived, with the influence of bending on punching strength under consideration.The calculation values show to be in a good agreement with the test or 209 spec- imens.
出处
《福州大学学报（自然科学版）》
CAS
CSCD
1990年第1期62-68,共7页
Journal of Fuzhou University(Natural Science Edition)
关键词
板
钢筋混凝土
强度
冲切
reinforced concrete clabs, shear reinforcement, punching strength
