乌龙江大桥吊杆与钢拱肋连接处局部受力分析  

Local Stress Analysis at the Junction Between Hanger Rod and Steel Arch Rib of Wulongjiang Bridge

作　　者：邹波 Zou Bo(Guangzhou Metro Design and Research Institute Co.,Ltd.,Guangzhou 510200,Guangdong Province,China)

机构地区：[1]广州地铁设计研究院股份有限公司,广东广州510200

出　　处：《建筑与装饰》2022年第18期133-136,共4页Construction & Decoration

摘　　要：本文利用ANSYS软件建立了乌龙江大桥吊杆与钢拱肋锚固区的局部精细化模型,以便更好地分析吊杆与钢拱肋连接处的受力状态,确保结构受力安全,同时可以为类似桥梁的设计研究提供参考。This paper uses ANSYS software to establish a local refined model of the anchorage zone between hanger rod and steel arch rib of Wulongjiang Bridge,in order to better analyze the stress state at the junction between hanger rod and steel arch rib,ensure the safety of the structure,and simultaneously provide a reference for the design research of similar bridges.

关 键 词：乌龙江大桥 吊杆 锚固区 

分 类 号：U44[建筑科学—桥梁与隧道工程]