基于超短栓钉的钢-超薄UHPC组合桥面性能

王立国,邵旭东,曹君辉,陈玉宝,何广,王洋

Performance of steel-ultrathin UHPC composite bridge deck based on ultra-short headed studs

Li-guo WANG,Xu-dong SHAO,Jun-hui CAO,Yu-bao CHEN,Guang HE,Yang WANG

表 5 Midas整体计算结果

Tab.5 Midas global calculation results

铺装方案 ${F_{\rm{C}}}$/kN $P_{F_{\rm{C}} }$/% ${F_{\rm{S}}}$/kN $P_{F_{\rm{S}} }$/% 方案1 187696.6 − 1030.7 − 方案2-1 184338.7 −1.8 1003.5 −2.6 方案2-2 191561.9 2.1 1062.1 3.0 方案3 196179.7 4.5 1099.7 6.7