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Numerical study on critical axial forces of upheaval buckling for initially stressed submarine pipelines on uneven seabed 期刊论文
OCEAN ENGINEERING, 2017, 卷号: 145, 页码: 344-358
作者:  Xu LG(许雷阁);  Lin M(林缅);  Lin, M (reprint author), Chinese Acad Sci, Inst Mech, Beijing, Peoples R China.
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The Vfife Method  Dimensional Analysis  Upheaval Bucking  Uneven Seabed  
On the critical axial forces of upheaval buckling for imperfect submarine pipelines 期刊论文
ENGINEERING STRUCTURES, 2017, 卷号: 147, 页码: 692-704
作者:  Xu LG(许雷阁);  Lin M(林缅);  Lin, M (reprint author), Chinese Acad Sci, Inst Mech, Beijing, Peoples R China.
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Submarine Pipeline  The Vfife Method  Dimensional Analysis  Dimensionless Imperfection Length  Upheaval Buckling  
Mechanical deterioration of rock salt at different confinement levels: A grain-based lattice scheme assessment 期刊论文
COMPUTERS AND GEOTECHNICS, 2017, 卷号: 84, 页码: 210-224
作者:  Liu N;  Li M(李敏);  Chen WM(陈伟民);  Chen, WM (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China.
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Crystalline Grain  Lattice Scheme  Smooth Joint Logic (Sjl)  Confining Pressure  Mechanical Deterioration  
Local bifurcation of electrohydrodynamic waves on a conducting fluid 期刊论文
PHYSICS OF FLUIDS, 2017, 卷号: 29, 期号: 3
作者:  Lin Z;  Zhu Y;  Wang Z(王展);  Wang, Z (reprint author), Chinese Acad Sci, Inst Mech, Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China.;  Wang, Z (reprint author), Univ Chinese Acad Sci, Sch Engn Sci, Beijing 100049, Peoples R China.;  Wang, Z (reprint author), Univ Bath, Dept Math Sci, Claverton Down, Bath BA2 7AY, Avon, England.
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Dissipative Particle Dynamics (DPD): An Overview and Recent Developments 期刊论文
ARCHIVES OF COMPUTATIONAL METHODS IN ENGINEERING, 2015, 卷号: 22, 期号: 4, 页码: 529-556
作者:  Liu MB(刘谋斌);  Liu GR;  Zhou LW;  Chang JZ;  Liu, MB (reprint author), Chinese Acad Sci, Inst Mech, 15 Bei Si Huan Xi Rd, Beijing 100190, Peoples R China.
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Dissipative Particle Dynamics (Dpd)  Meshfree Method  Particle Method  Coarse-grained Method  Mesoscale  Multiscale  
Modeling of inherent anisotropic behavior of partially saturated clayey rocks 期刊论文
COMPUTERS AND GEOTECHNICS, 2013, 卷号: 48, 页码: 29-40
作者:  Hu DW;  Zhou H;  Zhang F;  Shao JF;  Zhang JF(张均锋);  Zhou, H (reprint author), Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China.
Adobe PDF(828Kb)  |  收藏  |  浏览/下载:905/311  |  提交时间:2013/03/25
Inherent Anisotropy  Unsaturated  Discrete Approach  Clayey Rocks