| Cohesive fracture model of rocks based on multi-scale model and Lennard-Jones potential | |
Lin QD(林钦栋)1,2; Li SH(李世海)1,2 ; Feng C(冯春)1; Wang XQ(王心泉)1,2
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| Corresponding Author | Feng, Chun([email protected]) |
| Source Publication | ENGINEERING FRACTURE MECHANICS
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| 2021-04-01 | |
| Volume | 246Pages:26 |
| ISSN | 0013-7944 |
| Abstract | With the aim of modelling the energy dissipation phenomenon during the initiation and propagation of cracks, a novel cohesive fracture model is proposed in this study based on the multiscale model of rocks and the Lennard-Jones potential between non-bonding molecules. The proposed model establishes the corresponding relationship of deformation in the multi-scale model of rocks and suggests that the fracture energy is essentially the manifestation of the transformation of deformation energy into potential energy between molecules. First, the multiscale model of rocks is established based on the structural characteristics and fracture characteristics of rocks, and the corresponding relation of deformation at different scales is analysed. Thereafter, the force and potential energy equations of the cohesive fracture model corresponding to the tensile and shear processes are established. Finally, the accuracy of the cohesive fracture model is verified through three numerical simulations. The results indicate that the cohesive fracture model can accurately fit the theoretical values and experimental results in the Mode-I and Mode-II tests. In the uniaxial compression test, the cohesive fracture model can accurately simulate the uniaxial compressive strength and fracture pattern of rocks. |
| Keyword | Multi-scale model Lennard-Jones potential Cohesive fracture model Fracture energy |
| DOI | 10.1016/j.engfracmech.2021.107627 |
| Indexed By | SCI ; EI |
| Language | 英语 |
| WOS ID | WOS:000632170000001 |
| WOS Research Area | Mechanics |
| WOS Subject | Mechanics |
| Funding Project | National Key Research and Development Project of China ; Ministry of Science and Technology of China[2018YFC1505504] |
| Funding Organization | National Key Research and Development Project of China ; Ministry of Science and Technology of China |
| Classification | 二类/Q1 |
| Ranking | 1 |
| Contributor | Feng, Chun |
| Citation statistics | |
| Document Type | 期刊论文 |
| Identifier | http://dspace.imech.ac.cn/handle/311007/86214 |
| Collection | 流固耦合系统力学重点实验室 |
| Affiliation | 1.Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China; 2.Univ Chinese Acad Sci, Sch Engn Sci, Beijing 100049, Peoples R China |
| Recommended Citation GB/T 7714 | Lin QD,Li SH,Feng C,et al. Cohesive fracture model of rocks based on multi-scale model and Lennard-Jones potential[J]. ENGINEERING FRACTURE MECHANICS,2021,246:26.Rp_Au:Feng, Chun |
| APA | 林钦栋,李世海,冯春,&王心泉.(2021).Cohesive fracture model of rocks based on multi-scale model and Lennard-Jones potential.ENGINEERING FRACTURE MECHANICS,246,26. |
| MLA | 林钦栋,et al."Cohesive fracture model of rocks based on multi-scale model and Lennard-Jones potential".ENGINEERING FRACTURE MECHANICS 246(2021):26. |
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| Jp2021110.pdf（8499KB） | 期刊论文 | 出版稿 | 开放获取 | CC BY-NC-SA | View Download | |
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