| 利用ANSYS计算桥上无缝道岔的温度力与位移 |
| |
| 引用本文： | 晏资皇,唐进锋,谭亚,张丰华.利用ANSYS计算桥上无缝道岔的温度力与位移[J].中国西部科技,2014(3):41-42. |
| |
| 作者姓名： | 晏资皇 唐进锋 谭亚 张丰华 |
| |
| 作者单位： | 中南大学土木学院,湖南长沙410075 |
| |
| 摘 要： | 基于有限元软件ANSYS,以12号桥上无缝道岔为例,通过ANSYS的APDL参数化建模技术,建立桥上无缝道岔计算模型,计算了12号无缝道岔的受力与变形,并分析了道岔在桥上相对位置不同时对无缝道岔受力与变形的影响。对桥上无缝道岔的设计和养护维修有一定的指导意义。
|
| 关 键 词： | 无缝道岔 ANSYS模型 温度力 位移 |
The Calculation of the Temperature Force and Displacement of Bridge Seamless Turnout by ANSYS |
| |
| YAN Zi-huang,TANG Jin-feng,TAN Ya,ZHANG Feng-hua.The Calculation of the Temperature Force and Displacement of Bridge Seamless Turnout by ANSYS[J].Science and Technology of West China,2014(3):41-42. |
| |
| Authors: | YAN Zi-huang TANG Jin-feng TAN Ya ZHANG Feng-hua |
| |
| Institution: | (School of Civil Engineering, Central South University,Changsha,Hunan 410075,China) |
| |
| Abstract: | Based on the finite element software ANSYS, taking No.12 seamless turnout on the bridge as anexample, through ANSYS APDL parametric modeling technology, seamless turnout on the bridge calculationmodel was established. Meanwhile, the force and displacement of the 12 seamless turnout were also calculatedand analyzed when seamless turnout and bridge relative position was changed. It has certain guiding significanceto design and maintenance of bridge. |
| |
| Keywords: | Seamless Turnout ANSYS Model Temperature Force Displacement |
| 本文献已被 CNKI 维普 等数据库收录！ |
|
