摘要
从理论上分析了受压钢筋对 R C 梁正截面承载力的影响规律,并提出了 R C梁的钢筋压拉比及正截面极限承载力等概念,可供设计者参考使用。
This paper theoretically analyses the influence of compression reinforcement on the bending capacity of doubly reinforced RC section.It puts forth such concepts as tension compression ratio and ultimate bending capacity etc.,to which reference can be made in design.
出处
《长安大学学报(自然科学版)》
EI
CAS
CSCD
北大核心
1999年第S1期61-62,69,共3页
Journal of Chang’an University(Natural Science Edition)
关键词
RC梁
受压钢筋
正截面承载力
钢筋压拉比
极限承载力
RC beam
compression reinforcement
bending capacity
tension compression ratio of reinforcement
ultimate carrying capacity