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- W2238153449 abstract "Built-up structures need to possess an energy dissipation mechanism to damp-out vibrations quickly, which can be achieved effectively by providing joints. Damping in joints is due to the frictional effects associated with relative shear displacements at the interfaces of the connections. This paper presents a finite element approach based on Euler-Bernoulli beam theory to evaluate the damping capacities of cantilever beams of unequal thickness with riveted joints under different dynamic conditions. The solution is based on one-dimensional beam elements, with each element consisting of two nodes with two degrees of freedom, ie. transverse displacement and rotation at each node. The experiments are carried out to authenticate the theory and the results establish that the damping capacity of built-up structures with lower beam thickness ratio and higher cantilever length can be improved substantially using larger diameter rivets undergoing vibration at lower amplitude of excitation." @default.
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- W2238153449 date "2012-01-01" @default.
- W2238153449 modified "2023-10-18" @default.
- W2238153449 title "Determination of slip damping in jointed riveted beams" @default.
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- W2238153449 doi "https://doi.org/10.1080/14484846.2012.11464615" @default.
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