| An interface constitutive model of plastic tensile-compressive damage under impact loading based on continuous-discontinuous framework | |
Li, Yunpeng1; Li, Jing1; Feng C(冯春)2 ; Wen, Minjie3; Zhang, Yiming1,3
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| Corresponding Author | Zhang, Yiming([email protected]) |
| Source Publication | COMPUTERS AND GEOTECHNICS
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| 2024-09-01 | |
| Volume | 173Pages:16 |
| ISSN | 0266-352X |
| Abstract | Bullet penetration test is a classic impact loading test, which involves complex dynamic elastic-plastic response. Conventionally, this process was often described using a single high -strain -rate constitutive model, which could only capture a specific type of failure during the impact damage process. Furthermore, these constitutive models were mostly defined on element and posed the risk of computational divergence(element distortion). In this work, a novel constitutive model for combined tensile-compressive damage in interface element was developed within a Continuous-Discontinuous Element Method(CDEM) framework. This model successfully captures the processes of pit formation and target collapse during projectile penetration. The tension and compression damage parts of the developed interface constitutive model were validated through Brazilian splitting test and interface direct shear test. Subsequently, bullet penetration test is simulated and the postpenetration velocity is compared with published results from other studies, with computational errors found to be within 2.56%, thus validating the accuracy of the developed interface constitutive model. |
| Keyword | Tensile-compressive damage SHPB test Bullet penetration test Continuous-Discontinuous Element Method (CDEM) Numerical simulation |
| DOI | 10.1016/j.compgeo.2024.106502 |
| Indexed By | SCI ; EI |
| Language | 英语 |
| WOS ID | WOS:001258731700001 |
| WOS Keyword | NUMERICAL PREDICTIONS ; MODIFIED VERSION ; STRAIN RATES ; CONCRETE ; ROCK ; PRESSURE ; SANDSTONE ; STRENGTH ; FRACTURE ; GRANITE |
| WOS Research Area | Computer Science ; Engineering ; Geology |
| WOS Subject | Computer Science, Interdisciplinary Applications ; Engineering, Geological ; Geosciences, Multidisciplinary |
| Funding Project | National Natural Science Foundation of China (NSFC) , PR China[52178324] |
| Funding Organization | National Natural Science Foundation of China (NSFC) , PR China |
| Classification | 一类 |
| Ranking | 3 |
| Contributor | Zhang, Yiming |
| Citation statistics | |
| Document Type | 期刊论文 |
| Identifier | http://dspace.imech.ac.cn/handle/311007/95904 |
| Collection | 流固耦合系统力学重点实验室 |
| Affiliation | 1.Hebei Univ Technol, Sch Civil & Transportat Engn, Xiping Rd 5340, Tianjin 300401, Peoples R China; 2.Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China; 3.Zhejiang Sci Tech Univ, Sch Civil Engn & Architecture, Hangzhou 310018, Zhejiang, Peoples R China |
| Recommended Citation GB/T 7714 | Li, Yunpeng,Li, Jing,Feng C,et al. An interface constitutive model of plastic tensile-compressive damage under impact loading based on continuous-discontinuous framework[J]. COMPUTERS AND GEOTECHNICS,2024,173:16.Rp_Au:Zhang, Yiming |
| APA | Li, Yunpeng,Li, Jing,冯春,Wen, Minjie,&Zhang, Yiming.(2024).An interface constitutive model of plastic tensile-compressive damage under impact loading based on continuous-discontinuous framework.COMPUTERS AND GEOTECHNICS,173,16. |
| MLA | Li, Yunpeng,et al."An interface constitutive model of plastic tensile-compressive damage under impact loading based on continuous-discontinuous framework".COMPUTERS AND GEOTECHNICS 173(2024):16. |
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