摘要
进行了3根二次成型的组合梁的试验,不同的构件主要区别就是连接方式和剪力连接程度的差异,着重分析了该类构件的破坏形态、荷载—挠度曲线、荷载—应变曲线和沿截面高度方向的应变分布,通过试验研究较好的把握了这种新型组合梁的工作性能和受力特点。
This paper made composite beam test on 3 two forming,the main differences of different components were the difference of connection modes and shear connection degrees,introduced the failure patterns of these components,load-deflection curve,load-strain curve and the strain distribution along the section height direction.Through test research better grasp of the work performance and stress characteristics of this new type composite beam.
出处
《山西建筑》
2012年第2期43-44,共2页
Shanxi Architecture
关键词
新型组合梁
二次成型
连接方式
破坏形态
工作性能
new type of composite beam
a two molding
connection mode
failure pattern
job performance
