Enriched three-field numerical manifold formulation for dynamics of fractured saturated porous media
文献类型：期刊论文
| 作者 | Wu, Wenan; Zheng, Hong; Yang, Yongtao |
| 刊名 | COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING
 |
| 出版日期 | 2019 |
| 卷号 | 353期号:-页码:217-252 |
| 关键词 | Numerical manifold method Fractured porous media Dynamic consolidation Mass lumping Wave propagation |
| ISSN号 | 0045-7825 |
| DOI | 10.1016/j.cma.2019.05.008 |
| 英文摘要 | In terms of the three-field (u-w-p) formulation of Biot's theory of saturated porous media with incompressible solid and fluid phases, the numerical manifold method (NMM) models are developed to analyze the fully dynamic consolidation of fractured porous media in this study. The same approximation to fluid velocity and skeleton displacement is constructed which is capable of modeling both incompressible and compressible deformation, while two types of approximations to pore pressure field are established. Since the inertial effect of fluid is not neglected, the proposed model can fully capture the dynamic behavior of porous media, especially under the impact or high-frequency loading condition and, accordingly, exhibits apparent superiority in predicting transient and wave propagation responses of cracked porous media. Moreover, low order interpolation functions for primal variables and the most flexible three-node triangular finite element mesh are used, which both are difficult to implement using other partition of unity (PU) based numerical methods in terms of Biot's two-field formulation. Also, the discontinuities can be modeled more naturally in the NMM framework in comparison with XFEM or PNM. Meanwhile, an augmented Lagrange multiplier method for stick-slip contact model is first incorporated into fully-dynamic three-field Biot' formulation. In addition, a mass lumping technique within NMM framework, which turns out to be a unique advantage of NMM over other numerical methods, is employed to suppress unphysical oscillations and increase computational efficiency. Energy balance condition is employed to evaluate the stability and accuracy of the time integration scheme. The robustness and versatility of the proposed models are manifested with several typical examples. (C) 2019 Elsevier B.V. All rights reserved. |
| WOS研究方向 | Engineering ; Mathematics ; Mechanics |
| 语种 | 英语 |
| WOS记录号 | WOS:000470960700011 |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/14915]  |
| 专题 | 岩土力学所知识全产出_期刊论文 国家重点实验室知识产出_期刊论文 |
| 作者单位 | 1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China; 2.Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China |
| 推荐引用方式 GB/T 7714 | Wu, Wenan,Zheng, Hong,Yang, Yongtao. Enriched three-field numerical manifold formulation for dynamics of fractured saturated porous media[J]. COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING,2019,353(-):217-252. |
| APA | Wu, Wenan,Zheng, Hong,&Yang, Yongtao.(2019).Enriched three-field numerical manifold formulation for dynamics of fractured saturated porous media.COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING,353(-),217-252. |
| MLA | Wu, Wenan,et al."Enriched three-field numerical manifold formulation for dynamics of fractured saturated porous media".COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING 353.-(2019):217-252. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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