摘要
为更精确地计算波形钢腹板局部屈曲强度,在收集国外试验数据的基础上,通过分析已有公式计算结果与实测值的符合程度,对波形钢腹板局部屈曲强度的合理计算方法进行了探讨。
In order to calculate the local buckling strength of corrugated steel web more accurately, on the basis of foreign test data, through analyzing the congruence between calculation resuhs with existing formula and measured data, the reasonable calculation method for local buckling strength of corrugated steel web is discussed
出处
《北方交通》
2012年第7期34-37,共4页
Northern Communications
关键词
组合梁桥
波形钢腹板
剪切
局部屈曲强度
Composite girder bridge
Corrugated steel web
Shear
Local buckling strength
