摘要
为解决大跨混合梁刚构桥总体设计的合理性、静动力作用下结构的安全性、钢-混结合段的传力性能等关键技术问题,采用大型有限元软件对主跨300 m混合梁刚构桥进行静动力计算分析。结果表明:在静动力荷载作用下,各项力学性能满足规范要求;结合段采用有格室的后承压板形式,刚度过渡良好,在荷载作用下有一定的承载能力安全储备,各项结果表明该桥总体设计合理。
In order to solve the key technical problems such as the rationality of the overall design of the long-span hybrid beam rigid frame bridge,the safety of the structure under static and dynamic action,and the force transmission performance of the steel-concrete composite section,the large finite element software was used to calculate and analyze the composite beam rigid frame bridge with a 300-meter.main span.The results show that the mechanical properties meet the requirements of the code under the action of static and dynamic load.The combined section adopts the form of latticed rear pressure plate with good stiffness transition and certain bearing capacity under the action of load.The overall design of the bridge is reasonable.
作者
甄玉杰
王鹏洲
ZHEN Yujie;WANG Pengzhou(Northwest Company of China Construction Third Bureau Group Co.,Ltd.,Xi′an,710065)
出处
《公路交通技术》
2021年第2期53-57,70,共6页
Technology of Highway and Transport
关键词
混合梁
连续刚构
钢-混结合段
大型有限元软件
静动力计算分析
mixed beam
continuous rigid frame
steel mixing section
large finite element software
static and dynamic calculation analysis