摘要
以某工程为实例,利用大型有限元软件建立0号块的空间模型,分析讨论0号块和墩体的受力和应力分布情况,为0号块的施工提供理论依据。
Taking a project as an example,the use of finite element software to establish the spatial segment No 0 model to analyze and discuss the pier No 0 body force and stress distribution as the zero block construction to provide a theoretical basis.
出处
《南阳理工学院学报》
2014年第3期68-71,共4页
Journal of Nanyang Institute of Technology
关键词
高墩大跨
预应力混凝土连续刚构桥梁
0号块
应力分析
span
prestressed concrete continuous rigid frame bridge
segment No 0
stress analysis
