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CAS IR Grid
机构
金属研究所 [2]
长春光学精密机械与物... [1]
沈阳自动化研究所 [1]
广州能源研究所 [1]
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OAI收割 [5]
内容类型
期刊论文 [4]
会议论文 [1]
发表日期
2020 [3]
2013 [1]
2011 [1]
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System Deformation Behavior of Friction Pair in Fretting Wear
期刊论文
OAI收割
JOURNAL OF TRIBOLOGY-TRANSACTIONS OF THE ASME, 2020, 卷号: 142, 期号: 12, 页码: 8
作者:
Wang, Jianfei
;
Xue, Weihai
;
Gao, Siyang
;
Wu, Bi
;
Li, Shu
  |  
收藏
  |  
浏览/下载:39/0
  |  
提交时间:2021/02/02
fretting wear
gross slip
partial slip
fretting regime prediction
fretting wear model
dry friction
stick-slip
tribological systems
wear
wear mechanisms
System Deformation Behavior of Friction Pair in Fretting Wear
期刊论文
OAI收割
JOURNAL OF TRIBOLOGY-TRANSACTIONS OF THE ASME, 2020, 卷号: 142, 期号: 12, 页码: 8
作者:
Wang, Jianfei
;
Xue, Weihai
;
Gao, Siyang
;
Wu, Bi
;
Li, Shu
  |  
收藏
  |  
浏览/下载:37/0
  |  
提交时间:2021/02/02
fretting wear
gross slip
partial slip
fretting regime prediction
fretting wear model
dry friction
stick-slip
tribological systems
wear
wear mechanisms
Effect of device models on the multiobjective optimal operation of CCHP microgrids considering shiftable loads
期刊论文
OAI收割
APPLIED ENERGY, 2020, 卷号: 275, 页码: 19
作者:
Cui, Qiong
;
Ma, Peipei
;
Huang, Lei
;
Shu, Jie
;
Luv, Jie
  |  
收藏
  |  
浏览/下载:18/0
  |  
提交时间:2020/10/30
CCHP microgrid
Shiftable loads
Partial load ratio model
Constant efficiency model
Multiple optimization objectives
Heat-to-electricity ratio
Research on Dynamic Models and Performances of Shield Tunnel Boring Machine Cutterhead Driving System
期刊论文
OAI收割
ADVANCES IN MECHANICAL ENGINEERING, 2013, 卷号: 2013, 页码: 1-29
作者:
Li XH(李先宏)
;
Yu HB(于海斌)
;
Yuan MZ(苑明哲)
;
Zhao, Yu
  |  
收藏
  |  
浏览/下载:12/0
  |  
提交时间:2013/04/21
Activated Sludge Process
Dynamic Models
Environmental Regulations
Optimal Control Systems
Problem Solving
Wastewater Treatment
Structure buckling load interval analysis of supercavitating projectile (EI CONFERENCE)
会议论文
OAI收割
2011 9th International Conference on Reliability, Maintainability and Safety: Safety First, Reliability Primary, ICRMS'2011, June 12, 2011 - June 15, 2011, Guiyang, China
作者:
Zhou L.
收藏
  |  
浏览/下载:19/0
  |  
提交时间:2013/03/25
As a result of supercavitating projectiles with high underwater velocity
their structures undergo high longitudinal force. It is necessary to perform structure buckling load interval analysis because the uncertainty of structural own parameters should be considered. Critical buckling load of supercavitating projectiles is calculated by Galerkin method. The partial matrixes of critical buckling load implicit function to each uncertainty variable are deduced
and the interval of structure critical buckling load is calculated by interval analysis and convex model methods. Numerical results show that the nominal value
lower and upper bounds of critical buckling load increase with the increment of the ratio of base diameter to cavitator diameter. And the uncertainty degree of basic variables should be controlled as far as possible in the project for high reliability. 2011 IEEE.