Stress-driven versus strain-driven nonlocal integral model for elastic nano-beams

被引:254
|
作者
Romano, Giovanni [1 ]
Barretta, Raffaele [1 ]
机构
[1] Univ Naples Federico II, Dept Struct Engn & Architecture, Via Claudio 21, I-80125 Naples, Italy
关键词
Nonlocal elasticity; Integral elastic law; Size effects; Nano-beams; Nano-bars; CNT; CLOSED-FORM SOLUTION; EULER-BERNOULLI; GRADIENT; INSTABILITY; NANOBEAMS;
D O I
10.1016/j.compositesb.2017.01.008
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In the strain-driven model of nonlocal elasticity proposed by ERINGEN, the elastic strain is defined by a FREDHOLM integral equation in which the stress is the output of a convolution between the local response to an elastic strain and a smoothing kernel dependent on a nonlocal parameter. In the wake of this proposal, size effects in nano-beams were investigated in literature by adopting a differential formulation considered to be equivalent to the integral one. Recent improvements have however revealed that equivalence requires also the fulfilment of constitutive boundary conditions. Moreover, this strain-driven nonlocal elastic problem has been shown to be ill-posed, being conflicting with equilibrium requirements. A stress-driven integral constitutive law provides the natural way to get well-posed nonlocal elastic problems for application to nano-structures. The new integral constitutive law is formulated with explicit reference to plane and straight nano-beams according to the standard BERNOULLI-EULER structural model. The solution procedure based on the stress-driven nonlocal law is described and adopted for the solution of a simple statically indeterminate scheme, thus showing effectiveness of the new model for the structural design of nano-devices. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:184 / 188
页数:5
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