On nonconservativeness of Eringen's nonlocal elasticity in beam mechanics: correction from a discrete-based approach

被引:138
作者
Challamel, Noel [1 ]
Zhang, Zhen [2 ]
Wang, C. M. [2 ]
Reddy, J. N. [3 ]
Wang, Q. [4 ]
Michelitsch, Thomas [5 ]
Collet, Bernard [5 ]
机构
[1] Univ South Brittany UBS, Univ Europeenne Bretagne, Ctr Rech, UBS LIMATB, F-56321 Lorient, France
[2] Natl Univ Singapore, Dept Civil & Environm Engn, Singapore 119260, Singapore
[3] Texas A&M Univ, Dept Mech Engn, College Stn, TX 77843 USA
[4] Univ Manitoba, Dept Mech & Mfg Engn, Winnipeg, MB R3T 5V6, Canada
[5] Univ Paris 06, CNRS, UMR 7190, Inst Jean le Rond dAlembert, F-75252 Paris 05, France
关键词
Nonlocal model; Elasticity; Nonconservative model; Energy functional; Self-adjoint formulation; Microstructured media; Beam mechanics; CARBON NANOTUBES; VARIATIONAL FORMULATION; DIFFERENTIAL-EQUATIONS; CONTINUUM; VIBRATION; DYNAMICS; LATTICE; CALIBRATION; PRINCIPLES; MODELS;
D O I
10.1007/s00419-014-0862-x
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
In this paper, the self-adjointness of Eringen's nonlocal elasticity is investigated based on simple one-dimensional beam models. It is shown that Eringen's model may be nonself-adjoint and that it can result in an unexpected stiffening effect for a cantilever's fundamental vibration frequency with respect to increasing Eringen's small length scale coefficient. This is clearly inconsistent with the softening results of all other boundary conditions as well as the higher vibration modes of a cantilever beam. By using a (discrete) microstructured beam model, we demonstrate that the vibration frequencies obtained decrease with respect to an increase in the small length scale parameter. Furthermore, the microstructured beam model is consistently approximated by Eringen's nonlocal model for an equivalent set of beam equations in conjunction with variationally based boundary conditions (conservative elastic model). An equivalence principle is shown between the Hamiltonian of the microstructured system and the one of the nonlocal continuous beam system. We then offer a remedy for the special case of the cantilever beam by tweaking the boundary condition for the bending moment of a free end based on the microstructured model.
引用
收藏
页码:1275 / 1292
页数:18
相关论文
共 45 条
[3]   Truss modular beams with deformation energy depending on higher displacement gradients [J].
Alibert, JJ ;
Seppecher, P ;
Dell'Isola, F .
MATHEMATICS AND MECHANICS OF SOLIDS, 2003, 8 (01) :51-73
[4]   Improved Continuous Models for Discrete Media [J].
Andrianov, I. V. ;
Awrejcewicz, J. ;
Weichert, D. .
MATHEMATICAL PROBLEMS IN ENGINEERING, 2010, 2010
[5]  
[Anonymous], 1999, Nonlinear Waves in Elastic Crystals
[6]  
Blevins R. D., 2001, FORMULAS NATURAL FRE
[7]   Discrete systems behave as nonlocal structural elements: Bending, buckling and vibration analysis [J].
Challamel, N. ;
Wang, C. M. ;
Elishakoff, I. .
EUROPEAN JOURNAL OF MECHANICS A-SOLIDS, 2014, 44 :125-135
[8]   The small length scale effect for a non-local cantilever beam: a paradox solved [J].
Challamel, N. ;
Wang, C. M. .
NANOTECHNOLOGY, 2008, 19 (34)
[9]  
Challamel N., 2014, ASCE J NANOMECH MICR, V5, pA4014004, DOI [10.1061/(ASCE)NM.2153-5477.0000062, DOI 10.1061/(ASCE)NM.2153-5477.0000062]
[10]   Analytical length scale calibration of nonlocal continuum from a microstructured buckling model [J].
Challamel, Noel ;
Lerbet, Jean ;
Wang, C. M. ;
Zhang, Zhen .
ZAMM-ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND MECHANIK, 2014, 94 (05) :402-413