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大连理工大学 [3]
长春光学精密机械与物... [2]
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A multiscale finite element method for the localization analysis of homogeneous and heterogeneous saturated porous media with embedded strong discontinuity model
期刊论文
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2017, 卷号: 112, 页码: 1439-1472
作者:
Lu, Mengkai
;
Zhang, Hongwu
;
Zheng, Yonggang
;
Zhang, Liang
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浏览/下载:3/0
  |  
提交时间:2019/12/03
multiscale finite elementmethod
porous media
localization
embedded strong discontinuity
enhanced coarse element
numerical base function
A Multiscale Computational Formulation for Gradient Elasticity Problems of Heterogeneous Structures
期刊论文
INTERNATIONAL JOURNAL OF COMPUTATIONAL METHODS, 2016, 卷号: 13, 期号: 5
作者:
Fu, Ping
;
Liu, Hui
;
Chu, Xihua
;
Xu, Yuanjie
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  |  
浏览/下载:7/0
  |  
提交时间:2019/12/05
Gradient elasticity
multiscale finite element method
heterogeneity
numerical base function
size effect
Extended multiscale finite element method: its basis and applications for mechanical analysis of heterogeneous materials
期刊论文
COMPUTATIONAL MECHANICS, 2014, 卷号: 53, 页码: 659-685
作者:
Zhang, H. W.
;
Liu, Y.
;
Zhang, S.
;
Tao, J.
;
Wu, J. K.
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  |  
浏览/下载:15/0
  |  
提交时间:2019/12/09
Extended multiscale finite element method (EMsFEM)
Numerical base function
Heterogeneous material
Algorithm complexity
Multilevel Adaptive Algorithm for Multiscale Analysis of Heterogeneous Materials
期刊论文
JOURNAL OF ENGINEERING MECHANICS, 2014, 卷号: 140, 页码: -
作者:
Zhang, HongWu
;
Liu, Yin
;
Zhang, Sheng
;
Chen, BiaoSong
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  |  
浏览/下载:3/0
  |  
提交时间:2019/12/09
Multilevel adaptive analysis
Extended multiscale finite-element method (EMSFEM)
Numerical base function (NBF)
Hierarchical linear equation solver
Structure buckling load interval analysis of supercavitating projectile (EI CONFERENCE)
会议论文
2011 9th International Conference on Reliability, Maintainability and Safety: Safety First, Reliability Primary, ICRMS'2011, June 12, 2011 - June 15, 2011, Guiyang, China
Zhou L.
;
An W.
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浏览/下载:23/0
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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.
Structure buckling reliability analysis of supercavitating projectile (EI CONFERENCE)
会议论文
2nd Annual Conference on Electrical and Control Engineering, ICECE 2011, September 16, 2011 - September 18, 2011, Yichang, China
Zhou L.
;
Yang C.
;
Jia H.
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浏览/下载:12/0
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提交时间:2013/03/25
Because the underwater velocity of supercavitating projectile is very high
its structure undergo high longitudinal force. It is necessary to perform structure buckling reliability analysis because the randomicity of structural own parameters and flow parameters should be considered. Critical buckling load of supercavitating projectile is calculated by Galerkin method. The partial matrixes of critical buckling load implicit function to each random variable are deduced
and structural buckling reliability index is calculated by limit step length iteration method. Numerical results show that the critical buckling load and structural buckling reliability index increase with the increase of the ratio of base diameter to cavitator diameter. And structural buckling reliability index increase with the decrease of velocity coefficient. 2011 IEEE.
Robust transceiver design for multiuser MIMO downlink with channel uncertainties
期刊论文
2010, 2010
Wei Miao
;
Yunzhou Li
;
Xiang Chen
;
Shidong Zhou
;
Jing Wang
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浏览/下载:4/0
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