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Author:

Li, Liang (Li, Liang.) (Scholars:李亮) | Du, Xiu-Li (Du, Xiu-Li.) (Scholars:杜修力) | Zhai, Wei (Zhai, Wei.)

Indexed by:

EI Scopus CSCD

Abstract:

In this paper, an elasto-plastic dynamic constitutive model for transversely isotropic fluid-saturated porous media is constructed based on the SMP failure criterion, and the time-domain explicit finite element method for the wave propagation in transversely isotropic elasto-plastic fluid-saturated porous media is put forward. The wave propagation in transversely isotropic elasto-plastic fluid-saturated porous media is investigated based on the dynamic constitutive model and the time-domain explicit finite element method given out in this paper, and calculating results are compared with those of elastic wave propagation. Calculating results show that the dynamic response of transversely isotropic elasto-plastic fluid-saturated porous media is remarkably different from that of elastic porous media, that is the peak value of elasto-plastic dynamic response has remarkable increase relative to that of elastic dynamic response, and the figures of time history are different significantly from each other for elasto-plastic dynamic response and elastic dynamic response of transversely isotropic fluid-saturated porous media. In the meanwhile, numerical calculations carried out in this paper indicate that the time-domain explicit finite element method is effective for the wave propagation in transversely isotropic elasto-plastic fluid-saturated porous media.

Keyword:

Dynamic response Elastoplasticity Porous materials Numerical methods Wave propagation Failure (mechanical) Finite element method Constitutive models Elastic waves Time domain analysis

Author Community:

  • [ 1 ] [Li, Liang]The Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Du, Xiu-Li]The Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Zhai, Wei]The Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing 100124, China

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Source :

Journal of Hydraulic Engineering

ISSN: 0559-9350

Year: 2013

Issue: 3

Volume: 44

Page: 312-318

2 . 4 0 0

JCR@2022

ESI Discipline: ENGINEERING;

JCR Journal Grade:2

CAS Journal Grade:3

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 32

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