A Time-Domain Meshless Local Petrov-Galerkin Formulation for the Dynamic Analysis of Nonlinear Porous Media

被引:0
作者
Soares, Delfim, Jr. [1 ]
机构
[1] Univ Fed Juiz de Fora, Dept Struct Engn, BR-36036330 Juiz De Fora, MG, Brazil
来源
CMES-COMPUTER MODELING IN ENGINEERING & SCIENCES | 2010年 / 66卷 / 03期
关键词
Meshless Local Petrov-Galerkin; Moving Least Squares; Newmark / Newton-Raphson Method; Pore-Dynamics; Elastoplastic Analysis; Independent Phase Discretization; TRANSIENT WAVE-PROPAGATION; FINITE-ELEMENT; CONSOLIDATION ANALYSIS; MLPG METHOD; SOIL; BEHAVIOR;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this work, a meshless method based on the local Petrov-Galerkin approach is proposed for the solution of pore-dynamic problems considering elastic and elastoplastic materials. Formulations adopting the Heaviside step function as the test functions in the local weak form are considered. The moving least-square method is used for the approximation of physical quantities in the local integral equations. After spatial discretization is carried out, a nonlinear system of time-domain ordinary differential equations is obtained. This system is solved by Newmark/Newton-Raphson techniques. The present work is based on the u-p formulation and the incognita fields of the coupled analysis in focus are the solid skeleton displacements and the interstitial fluid pore pressures. Independent spatial discretization is considered for each phase of the model, rendering a more flexible, efficient and robust methodology. At the end of the paper, numerical applications illustrate the accuracy and potentialities of the proposed techniques.
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页码:227 / 248
页数:22
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