A new Kirchhoff plate model based on a modified couple stress theory

被引:435
作者
Tsiatas, G. C. [1 ]
机构
[1] Natl Tech Univ Athens, Sch Civil Engn, Inst Struct Anal, GR-15773 Athens, Greece
关键词
Couple stress elasticity; Gradient elasticity; Kirchhoff plate; Method of fundamental solutions; Meshless methods; BOUNDARY INTEGRAL FORMULATION; STRAIN GRADIENT ELASTICITY; FUNDAMENTAL-SOLUTIONS; VARIATIONAL FORMULATION; BIHARMONIC PROBLEMS; NUMERICAL-SOLUTION; LINEAR ELASTICITY; DYNAMIC-ANALYSIS; MICROSTRUCTURE;
D O I
10.1016/j.ijsolstr.2009.03.004
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
In this paper a new Kirchhoff plate model is developed for the static analysis of isotropic micro-plates with arbitrary shape based on a modified couple stress theory containing only one material length scale parameter which can capture the size effect. The proposed model is capable of handling plates with complex geometries and boundary conditions. From a detailed variational procedure the governing equilibrium equation of the micro-plate and the most general boundary conditions are derived, in terms of the deflection, using the principle of minimum potential energy. The resulting boundary value problem is of the fourth order (instead of existing gradient theories which is of the sixth order) and it is solved using the Method of Fundamental Solutions (MFS) which is a boundary-type meshless method. Several plates of various shapes, aspect and Poisson's ratios are analyzed to illustrate the applicability of the developed micro-plate model and to reveal the differences between the current model and the classical plate model. Moreover, useful conclusions are drawn from the micron-scale response of this new Kirchhoff plate model. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2757 / 2764
页数:8
相关论文
共 30 条
[1]  
ALTAN BS, 1992, SCRIPTA METALL MATER, V26, P319
[2]   Numerical modeling of size effects with gradient elasticity - Formulation, meshless discretization and examples [J].
Askes, H ;
Aifantis, EC .
INTERNATIONAL JOURNAL OF FRACTURE, 2002, 117 (04) :347-358
[4]  
Dym C.L., 1973, SOLID MECH VARIATION
[5]   Microstructure in linear elasticity and scale effects: a reconsideration of basic rock mechanics and rock fracture mechanics [J].
Exadaktylos, GE ;
Vardoulakis, I .
TECTONOPHYSICS, 2001, 335 (1-2) :81-109
[6]   Variational formulation of a simplified strain gradient elasticity theory and its application to a pressurized thick-walled cylinder problem [J].
Gao, X. -L. ;
Park, S. K. .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2007, 44 (22-23) :7486-7499
[7]   THE METHOD OF FUNDAMENTAL-SOLUTIONS FOR THE NUMERICAL-SOLUTION OF THE BIHARMONIC EQUATION [J].
KARAGEORGHIS, A ;
FAIRWEATHER, G .
JOURNAL OF COMPUTATIONAL PHYSICS, 1987, 69 (02) :434-459
[8]   THE SIMPLE LAYER POTENTIAL METHOD OF FUNDAMENTAL-SOLUTIONS FOR CERTAIN BIHARMONIC PROBLEMS [J].
KARAGEORGHIS, A ;
FAIRWEATHER, G .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 1989, 9 (10) :1221-1234
[9]   THE ALMANSI METHOD OF FUNDAMENTAL-SOLUTIONS FOR SOLVING BIHARMONIC PROBLEMS [J].
KARAGEORGHIS, A ;
FAIRWEATHER, G .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1988, 26 (07) :1665-1682
[10]   A New Boundary Equation Solution to the Plate Problem [J].
Katsikadelis, J. T. ;
Armenakas, A. E. .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1989, 56 (02) :364-374