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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。
The model tests of a simple supported half-unit corrugated steel-reinforced concrete composite bridge deck are carried out. The results show that the new type of bridge deck has good overall workability and high rigidity. The structural damage is characterized by high bearing capacity and high safety reserve .