摘要
钢桥是大跨度桥梁的主要形式。以山东XX双箱单室钢桥为例,详细介绍钢桥总体优化设计,通过桥梁博士建立有限元模型,计算结果表明拉/压弯构件弯曲正应力验算、剪应力验算、折算应力验算、挠度验算、疲劳验算均满足要求。
Steel bridge is the main form of long-span bridge.Taking a double-box single-chamber steel bridge in Shandong as an example,the overall optimization design of the steel bridge is introduced in detail,and the finite element model is established by the bridge doctor.The calculation results show that tension/compression bending member bending normal stress check calculation,shear stress check calculation,converted stress check calculation,deflection check calculation,fatigue check calculation all meet the requirements.
作者
姜旭
徐数
Jiang Xu;Xu Shu(Jinan Hualu China Communications Highway Design Co.,Ltd.,Jinan 250000,China;Shandong Highway Design Consulting Co.,Ltd.,Jinan 250000,China)
出处
《山西建筑》
2022年第1期140-143,148,共5页
Shanxi Architecture
关键词
钢箱梁
有限元
结构设计
steel box girder
finite element
structural design