关于有粘结PPC梁的极限曲率的分析  

Analysis of limit curvature of bonded presressed concrete beam

作　　者：刘慧萍[1] 

机构地区：[1]西安工业学院建筑工程系,西安710032

出　　处：《西安工业学院学报》2005年第3期274-276,共3页Journal of Xi'an Institute of Technology

摘　　要：由于砼的极限压应变基本保持定值,则梁的极限曲率的大小主要取决于砼受压区高度的大小.而在有粘结预应力砼梁中,受压区高度不仅跟受拉钢筋的配筋率有关,还跟预应力钢筋、非预应力钢筋的品种和匹配、以及预应力钢筋初始应力水平等因素有关.本文给出了有粘结预应力砼梁的极限曲率的计算公式和方法,并分析了极限曲率的影响因素.Because the ultimate compressive strain of concrete is common, the limiting bending rate φcu of beam is depended on the depth of compression, In bonded prestressed concrete beam, the depth of compression is not only related to the ratio of tension reinforcement, but is also related to the kinds and schemes of prestressed reinforcement and common reinforcement, and the lever of stress of the prestressed reinforcement. In this paper,the formula and method of limiting rate of bending of the bonded prestressed concrete beam are provided and the facters to it are analyzed.

关 键 词：有粘结预应力砼 梁 受压区高度 预应力钢筋 应力 极限曲率 

分 类 号：TU375.1[建筑科学—结构工程]