Element size and time step selection procedures for the numerical analysis of elasticity with higher-order inertia

被引:16
作者
Askes, Harm [1 ]
Wang, Beibei [1 ]
Bennett, Terry [1 ]
机构
[1] Univ Sheffield, Dept Civil & Struct Engn, Sheffield S1 3JD, S Yorkshire, England
关键词
D O I
10.1016/j.jsv.2007.12.034
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
Continuum theories with additional higher-order inertia terms have been suggested in the literature in order to be able to describe dispersive wave propagation and in order to include microstructural information in the macroscopic model. In this short note, we investigate two numerical discretisation aspects of such a model. Firstly, the critical time step is derived which is relevant for conditionally stable time integrators. Secondly, a discrete dispersion analysis is carried out by which the accuracy of the discretised model can be assessed a priori. Recommendations for the finite element size and the time step size can thus be made. (C) 2008 Elsevier Ltd. All rights reserved.
引用
收藏
页码:650 / 656
页数:7
相关论文
共 11 条
[1]   ON THE ROLE OF GRADIENTS IN THE LOCALIZATION OF DEFORMATION AND FRACTURE [J].
AIFANTIS, EC .
INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE, 1992, 30 (10) :1279-1299
[2]  
Andrianov I. V., 2003, Applied Mechanics Review, V56, P87, DOI 10.1115/1.1521436
[3]  
CHEN W, 2001, ASME, V68, P153
[4]   Waves in microstructured materials and dispersion [J].
Engelbrecht, J ;
Berezovski, A ;
Pastrone, F ;
Braun, M .
PHILOSOPHICAL MAGAZINE, 2005, 85 (33-35) :4127-4141
[5]   Non-local dispersive model for wave propagation in heterogeneous media: one-dimensional case [J].
Fish, J ;
Chen, W ;
Nagai, G .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2002, 54 (03) :331-346
[6]  
Hughes TJR., 2000, The Finite Element Method
[7]   One-dimensional dynamically consistent gradient elasticity models derived from a discrete microstructure Part 1: Generic formulation [J].
Metrikine, AV ;
Askes, H .
EUROPEAN JOURNAL OF MECHANICS A-SOLIDS, 2002, 21 (04) :555-572
[8]   On modifications of Newton's second law and linear continuum elastodynamics [J].
Milton, Graeme W. ;
Willis, John R. .
PROCEEDINGS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 2007, 463 (2079) :855-880
[9]   CONTINUUM MODEL OF DISPERSION CAUSED BY AN INHERENT MATERIAL CHARACTERISTIC LENGTH [J].
RUBIN, MB ;
ROSENAU, P ;
GOTTLIEB, O .
JOURNAL OF APPLIED PHYSICS, 1995, 77 (08) :4054-4063
[10]   ON THE ROLE OF MICROSTRUCTURE IN THE BEHAVIOR OF SOILS - EFFECTS OF HIGHER-ORDER GRADIENTS AND INTERNAL INERTIA [J].
VARDOULAKIS, I ;
AIFANTIS, EC .
MECHANICS OF MATERIALS, 1994, 18 (02) :151-158