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西安交通大学 [5]
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期刊论文 [5]
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2013 [1]
2012 [1]
2011 [1]
2010 [2]
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Influence of intermediate principal stress on bearing capacity of metallic cantilever beams
期刊论文
Gongcheng Lixue/Engineering Mechanics, 2013, 卷号: 30, 期号: [db:dc_citation_issue], 页码: 307-313
作者:
Ma, Zong-Yuan
;
Liao, Hong-Jian
;
Dang, Fa-Ning
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浏览/下载:2/0
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提交时间:2019/12/10
Beam length
Beam thickness
Explicit finite difference method
Intermediate principal stress
Lagrangian finite differences
Metallic cantilever
Strength theory
Twin shear unified strength theory
Study of twin shear unified elastoplastic finite difference method
期刊论文
Jisuan Lixue Xuebao/Chinese Journal of Computational Mechanics, 2012, 卷号: 29, 期号: [db:dc_citation_issue], 页码: 43-48+80
作者:
Ma, Zong-Yuan
;
Liao, Hong-Jian
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  |  
浏览/下载:2/0
  |  
提交时间:2019/12/10
Dynamic link library files
Elasto-plastic analysis
Elasto-plastic models
Fast Lagrangian analysis of continuum
Lagrangian finite differences
Tension and compression
Thick walled cylinders
Twin shear unified strength theory
Application of twin shear unified elastoplastic finite difference method in metallic structures
期刊论文
Jixie Gongcheng Xuebao/Journal of Mechanical Engineering, 2011, 卷号: 47, 期号: [db:dc_citation_issue], 页码: 36-43
作者:
Ma, Zongyuan
;
Liao, Hongjian
;
Li, Hangzhou
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浏览/下载:2/0
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提交时间:2019/12/10
Calculation results
Dynamic link library files
Lagrangian finite differences
Metallic material
Metallic structures
Tension strength
Thick walled cylinders
Twin shear unified strength theory
True triaxial simulation based on unified elastoplastic finite difference method
期刊论文
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2010, 卷号: 32, 期号: [db:dc_citation_issue], 页码: 1368-1373
作者:
Ma, Zong-Yuan
;
Liao, Hong-Jian
;
Xie, Yong-Li
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浏览/下载:1/0
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提交时间:2019/12/10
Complex stress condition
Different confining pressures
Dynamic link library files
Intermediate principal stress
Lagrangian finite differences
Soft clays
True triaxial tests
Unified strength theory
Stability analysis of high soil slope under complex stress state
期刊论文
Yantu Lixue/Rock and Soil Mechanics, 2010, 卷号: 31, 期号: [db:dc_citation_issue], 页码: 328-334
作者:
Ma, Zong-Yuan
;
Liao, Hong-Jian
;
Qi, Ying
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浏览/下载:2/0
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提交时间:2019/12/10
Elastoplastic constitutive model
Explicit finite differences
Intermediate principal stress
Lagrangian finite differences
Non-associated flow rule
Soil slopes
Stability analysis
Twin shear unified strength theory
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