摘要
分析了PPC受弯构件在达到承载能力极限状态时,预应力钢筋和非预应力钢筋的应变,推导了界限的相对受压区高度ξb和ξpn的公式,并对它们进行了讨论.
In this paper, the strain and stress of prestresed reinforcement and common reinforcement are analyzed when PPC beams are in the states of ultimate bearing capacity, the fomulaes about bounding relative height of compression zone b and pb.are deauced and discussed.
出处
《河北建筑工程学院学报》
CAS
2000年第1期68-70,共3页
Journal of Hebei Institute of Architecture and Civil Engineering
关键词
PPC受弯构件
承载能力
预应力
钢筋
预应力钢筋
应变
PPC beams
the state of ultimate bearing capacity
prestressed reinforcement steel
common reinforcement steel
strain: stress