摘要
结合广珠城际快速轨道交通工程小榄水道特大桥V形刚构拱桥的设计方案,利用大型有限元软件ANSYS建立V构实体有限元模型,对结构主要施工阶段及成桥状态进行详细应力计算分析,得到了相应的应力值范围。
Combined with Xiaolanshuidao super large bridge V typed steel component arch bridge design program of Guang-Zhu fast rail transit engineering,the V component solid finite element model was built with large finite element software,the structure main construction stage and bridging situation detail stress was calculated and analyzed,the related stress value scope was obtained.
出处
《山西建筑》
2010年第17期303-304,共2页
Shanxi Architecture
关键词
V形刚构拱桥
V构实体
详细应力
分析
V shaped steel component arch bridge
V component solid
detail stress
analysis
