波钢—钢筋混凝土组合桥面板承载力试验研究  

Corrugated steel-reinforced concrete combination bridge deck capacity experiment

作　　者：赵豪俊[1] 徐海燕[1] 许加其[1] 

机构地区：[1]华东交通大学建筑与土木工程学院

出　　处：《山西建筑》2011年第34期157-158,共2页Shanxi Architecture

摘　　要：对一块简支半单元波纹钢—钢筋混凝土组合桥面板进行了模型试验,结果表明:这种新型桥面板整体工作性能良好,刚度较大;结构破坏时具有较高的承载力,安全储备较高。A half of corrugated steel-reinforced steel concrete combination bridge deck made a test mix between tow points loaded. The test results show that the composite corrugated steel-reinforced concrete bridge deck whole performance well, it also has good rigidity and carrying capacity, structure security reserves high.

关 键 词：组合桥面板 波纹钢 承载力实验 

分 类 号：U448.3[建筑科学—桥梁与隧道工程]