Crack propagation analysis using PDS-FEM and comparison with fracture experiment

被引：24

作者：

Oguni, Kenji ^{[1
]}

Wijerathne, M. L. L. ^{[2
]}

Okinaka, Tomoo ^{[3
]}

Hori, Muneo ^{[4
]}

机构：

[1] Keio Univ, Kohoku Ku, Yokohama, Kanagawa 2238522, Japan

[2] Japan Agcy Marine Earth Sci & Technol, Inst Res Earth Evolut, Kanazawa Ku, Yokohama, Kanagawa 2360001, Japan

[3] Kinki Univ, Osaka 5778502, Japan

[4] Univ Tokyo, Earthquake Res Inst, Bunkyo Ku, Tokyo 1130032, Japan

来源：

MECHANICS OF MATERIALS | 2009年 / 41卷 / 11期

关键词：

MULTIPLE CRACKS;

D O I：

10.1016/j.mechmat.2009.07.003

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

This paper presents the formulation of PDS-FEM (particle discretization scheme finite element method) in three dimensional setting and Monte-Carlo simulation of crack propagation by PDS-FEM. The probability density function of the crack paths in a plate with two parallel initial cracks located in an anti-symmetric manner is computed in order to evaluate the statistical and spatial distribution of the crack paths, and it is shown that the crack path in an ideally homogeneous plate is unstable. The simulation results are compared with experimental data. Besides, Monte-Carlo simulation of crack propagation in a heterogeneous elasto-plastic cylinder (as a simplified model of concrete) under uniaxial tension has been carried out and its statistical behavior is discussed. (C) 2009 Elsevier Ltd. All rights reserved.

引用

页码：1242 / 1252

页数：11

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