摘要
采用ANSYS建立了波纹钢腹板混凝土箱粱的空间有限元模型,并通过与波纹钢腹板混凝土试验箱梁实测值的对比,验证了有限元模型的适用性.
Finite element model of in this paper, its result is compared space concrete box beam with corrugated steel webs is established by ANSYS with the measured values of corrugated steel webs of concrete box girder test to verify the applicability of the finite element model.
出处
《河南科学》
2014年第5期785-789,共5页
Henan Science
关键词
桥梁工程
组合箱梁
波形钢腹板
动力特性
荷载试验
bridge engineering； composite box girder； corrugated steel webs； dynamic characteristics； load test
