Inverse load identification in vibrating nanoplates

被引:4
作者
Kawano, Alexandre [1 ]
Morassi, Antonino [2 ]
Zaera, Ramon [3 ]
机构
[1] Univ Sao Paulo, Escola Politecn, Av Mello Moraes 2231, BR-05508010 Sao Paulo, SP, Brazil
[2] Univ Udine, Polytech Dept Engn & Architecture, Udine, Italy
[3] Univ Carlos III Madrid, Dept Continuum Mech & Struct Anal, Leganes, Spain
基金
巴西圣保罗研究基金会;
关键词
eigenvalues; identification of mass density; inverse problems; microplate; strain-gradient elasticity; STRAIN-GRADIENT ELASTICITY; BOUNDARY-CONDITIONS; PLATE; UNIQUENESS; BEAMS; MODEL; MASS; SENSORS;
D O I
10.1002/mma.8565
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
In this paper, we consider the uniqueness issue for the inverse problem of load identification in a nanoplate by dynamic measurements. Working in the framework of the strain gradient linear elasticity theory, we first deduce a Kirchhoff-Love nanoplate model, and we analyze the well-posedness of the equilibrium problem, clarifying the correct Neumann conditions on curved portions of the boundary. Our uniqueness result states that, given a transverse dynamic load n-ary sumation m=1Mgm(t)fm(x)$$ {\sum}_{m equal to 1} circumflex M{g}_m(t){f}_m(x) $$, where M >= 1$$ M\ge 1 $$ and {gm(t)}m=1M$$ {\left\{{g}_m(t)\right\}}_{m equal to 1} circumflex M $$ are known time-dependent functions, if the transverse displacement of the nanoplate is known in an open subset of its domain for any interval of time, then the spatial components {fm(x)}m=1M$$ {\left\{{f}_m(x)\right\}}_{m equal to 1} circumflex M $$ can be determined uniquely from the data. The proof is based on the spherical means method. The uniqueness result suggests a reconstruction technique to approximate the loads, as confirmed by a series of numerical simulations performed on a rectangular clamped nanoplate.
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页码:1045 / 1075
页数:31
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