Dynamic Behavior of Sandwich Beams with Different Cores

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Abstract:

The nonlinear dynamic behaviour of sandwich beams with different cores under transverse cycling loads is investigated in this paper. Based on Euler-Bernoulli beam theory, the second-order nonlinear ordinary differential equation of the sandwich beams with different cores is established by applying Hamilton’s principle and Galerkin method. The effects of the cores of metal foam and lightweight wood and porous metal fiber as well as pyramid lattice structure on the dynamic behaviour are studied through numerical simulations. It is shown that the dynamic behaviour of sandwich beams is not solely determined by and

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Periodical:

Advanced Materials Research (Volumes 468-471)

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1344-1348

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Online since:

February 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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