摘要
该文以宁波机场路高架匝道的一联曲线连续钢箱梁为工程实例,借助ANSYS的有限元分析程序,建立三维空间模型,对结构进行详细的力学分析。力学分析内容包括结构的支座反力,结构的总体变形与应力,以及桥面板的局部应力。计算分析结果能够为该曲线箱梁设计提供理论依据。
Taking 1-joint curved continuous steel box girder for ramp of Ningbo Airport Viaduct as an example, and by dint of ANSYS finite element analyzing program, three-dimensional space model is set up to carry out the mechanics analysis of structure in detail. The mechanics analyzing contents include the support reaction, overall deformation and stress of structure, and the partial stress of deck plate. The calculation analyzing result can provide the theoretical basis for the design of this curved box girder.
出处
《城市道桥与防洪》
2010年第6期125-128,共4页
Urban Roads Bridges & Flood Control
关键词
高架桥
曲线连续梁
钢箱梁
有限元仿真分析
三维空间模型
宁波
viaduct, curved continuous girder, steel box girder, finite element simulation analysis, three-dimensional space model, Ningbo
