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中国科学院力学研究所机构知识库
Knowledge Management System of Institue of Mechanics, CAS
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力学所知识产出(19... [1]
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李世海 [7]
冯春 [6]
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A half-space based contact detection algorithm for complex blocks
期刊论文
COMPUTERS AND GEOTECHNICS, 2021, 卷号: 135, 页码: 104168
Authors:
Wang XQ(王心泉)
;
Feng C(冯春)
;
Zhu XG(朱心广)
;
Zhang L(张丽)
;
Li SH(李世海)
Adobe PDF(4265Kb)
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View/Download:257/72
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Submit date:2022/10/25
Contact detection
Potential contact pair
Half-space inclusion relation
Convex polygonal block
Convex polyhedral block
Cohesive fracture model of rocks based on multi-scale model and Lennard-Jones potential
期刊论文
ENGINEERING FRACTURE MECHANICS, 2021, 卷号: 246, 页码: 26
Authors:
Lin QD(林钦栋)
;
Li SH(李世海)
;
Feng C(冯春)
;
Wang XQ(王心泉)
Adobe PDF(8499Kb)
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View/Download:425/165
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Submit date:2021/04/19
Multi-scale model
Lennard-Jones potential
Cohesive fracture model
Fracture energy
A block particle coupled model and its application to landslides
期刊论文
Theoretical and Applied Mechanics Letters, 2020, 卷号: 2, 页码: 79-86
Authors:
Feng C(冯春)
;
Li SH(李世海)
;
Lin QD(林钦栋)
Adobe PDF(3954Kb)
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View/Download:269/108
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Submit date:2021/01/29
Continuum-discontinuum element method
图书章节
2017
Authors:
Li SH(李世海)
;
Zhou D(周东)
;
Wang J
;
Feng C(冯春)
Adobe PDF(8717Kb)
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View/Download:134/45
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Submit date:2020/11/19
A shrunken edge algorithm for contact detection between convex polyhedral blocks
期刊论文
COMPUTERS AND GEOTECHNICS, 2015, 卷号: 63, 页码: 315-330
Authors:
Wang J(王杰)
;
Li SH(李世海)
;
Feng C(冯春)
;
Li, SH (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China.
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View/Download:2374/1770
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Submit date:2015/03/17
Contact Detection
Polyhedral Block
Geometric Resolution
Contact Type
Shrunken Edge
Approaching Face
2D particle contact-based meshfree method in CDEM and its application in geotechnical problems
期刊论文
ENGINEERING COMPUTATIONS, 2015, 卷号: 32, 期号: 4, 页码: 1080-1103
Authors:
Feng C(冯春)
;
Li SH(李世海)
;
Onate E
;
Feng, C (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100080, Peoples R China.
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View/Download:1587/1037
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Submit date:2015/09/22
Numerical Simulation
Cutting
Meshfree Method
Particle Contact
Pcmm
Rock And Soil
Analysis of critical excavation depth for a jointed rock slope using a face-to-face discrete element method
期刊论文
Rock Mechanics and Rock Engineering, 2007, 卷号: 40, 期号: 4, 页码: 331-348
Authors:
Li SH(李世海)
;
Wang JG(王建国)
;
Liu BS(柳丙善)
;
Dong DP(董大鹏)
;
Wang, JG (reprint author), Natl Univ Singapore, Trop Marine Sci Inst, Singapore 119260, Singapore.
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View/Download:718/200
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Submit date:2009/08/03
Slope Stability
Discontinuity
Critical Excavation Depth
Face-to-face Dem
Limit Equilibrium Method
Joint Configuration
Stability Analysis
Mechanics
Failure
Turkey
Model