摘要
对FRP混凝土配筋梁,FRP和钢筋混合配置的混凝土梁进行了计算机仿真计算,在计算结果的基础上,着重在弯矩—曲率关系方面探讨了这两种梁的延性性能,并同钢筋混凝土梁进行了比较分析。
In this paper computer simulation calculation is carried out for concrete beam respectively reinforced with fiberglass reinforced plastics and mixed reinforcement of FRP and steel bar. Based upon calculation results the ductility properties of those two beams are mainly discussed from the relationship between moment and curvature. Meanwhile, comparison is made with reinforced concrete beam.
出处
《山西建筑》
2006年第4期66-67,共2页
Shanxi Architecture
关键词
FRP混凝土梁
延性
受弯构件
FRP-concrete beam, ductility, member in bending
