A finite element model for harmonically excited viscoelastic sandwich beams

被引:40
作者
Baber, TT [1 ]
Maddox, RA [1 ]
Orozco, CE [1 ]
机构
[1] Univ Virginia, Dept Civil Engn & Appl Mech, Charlottesville, VA 22903 USA
关键词
damping; finite elements; harmonic response; sandwich beams; vibration; viscoelasticity;
D O I
10.1016/S0045-7949(97)00046-1
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
A finite element model is presented for the harmonic response of sandwich beams with thin or moderately thick viscoelastic cores. Nonlinear variation of displacements through the thickness of the core is assumed. A simple approximation for the response of the core allows all core variables to be expressed in terms of the face plate displacements. The model uses standard beam shape functions to construct a 12 d.f. element, SANDWICH12. Driving point impedence predicted by the model agrees closely with experimental data, even at high frequencies. The model also predicts displacements at "resonant" driving frequencies that agree closely with available closed form solutions. (C) 1997 Elsevier Science Ltd.
引用
收藏
页码:105 / 113
页数:9
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