| 王维,宣兆龙,段志强,程泽,张晓艺,黄钰明.基于 ANSYS Workbench 的某弹药储运方舱支撑件力学分析[J].装备环境工程,2014,11(3):25-29. WANG Wei,XUAN Zhao-long,DUAN Zhi-qiang,CHENG Ze,ZHANG Xiao-yi,HUANG Yu-ming.Mechanics Analysis on the Support in an Ammunition Storage and Transportation Shelter Based on ANSYS Workbench[J].Equipment Environmental Engineering,2014,11(3):25-29. |
| 基于 ANSYS Workbench 的某弹药储运方舱支撑件力学分析 |
| Mechanics Analysis on the Support in an Ammunition Storage and Transportation Shelter Based on ANSYS Workbench |
| 投稿时间：2014-01-16 修订日期：2014-04-19 |
| DOI：10.7643/issn.1672-9242.2014.03.006 |
| 中文关键词: 弹药储运方舱 ANSYS Workbench 刚度分析 强度分析 模态分析 支撑件 |
| 英文关键词:ammunition storage and transportation shelter ANSYS Workbench rigidity analysis strength analysis modality analysis support |
| 基金项目: |
|
|
| Author | Institution |
| WANG Wei | Ordnance Engineering College, Shijiazhuang 050003, China;No. 72478 Unit of PLA, Jinan 250310, China |
| XUAN Zhao-long | Ordnance Engineering College, Shijiazhuang 050003, China |
| DUAN Zhi-qiang | Ordnance Engineering College, Shijiazhuang 050003, China |
| CHENG Ze | No. 68065 Unit of PLA, Wuwei 733200, China |
| ZHANG Xiao-yi | Ordnance Engineering College, Shijiazhuang 050003, China |
| HUANG Yu-ming | No. 73833 Unit of PLA, Fuzhou 350003, China |
|
| 摘要点击次数: |
| 全文下载次数: |
| 中文摘要: |
| 目的 研究某弹药储运方舱支撑件的力学特性。 方法 采用 SolidWorks 软件建立三维模型,利用 ANSYS Workbench 软件进行静力学和动力学的仿真分析。 结果 仿真结果显示,该支撑件在静力学中所受的最大应力值为 2633 . 7 Pa,最大变形量为 5 . 6847 X10-5m,动力学中振动形式有弯曲振动和扭曲振动,前 6 阶的固有频率在 117 . 5 ~ 286 . 7 Hz 之间。 结论 研究表明,该支撑件满足结构的刚强度要求,并为下一步进行瞬态动力学分析、随机振动分析奠定了基础。 |
| 英文摘要: |
| Objective To study the mechanics characteristics of the support in an ammunition storage and transportation shelter . Methods This article adopted the SolidWorks software to establish the three-dimensional model, and simulative analyses of statics and dynamics were carried out using the ANSYS Workbench software. Results The result of simulation indicated that the biggest stress and deformation of the support subjected in statics were 2633. 7 Pa and 5. 6847 X10-5m, respectively; and the vibration modes in dynamics were bending vibration and twisted vibration. The preceding 6 ordered inherent frequencies were in the range of 117. 5 ~ 286. 7 Hz. Conclusion The research indicated that this support satisfied the rigid strength demand of the structure, and laid a foundation for the transient dynamics analysis and random vibration analysis. |
| 查看全文 查看/发表评论 下载PDF阅读器 |
| 关闭 |
|
|
|
