Article ID Journal Published Year Pages File Type
778329 International Journal of Impact Engineering 2014 13 Pages PDF
Abstract

•Fluid–structure interaction prior and subsequent to first cavitation is considered.•The plate's response is governed by five non-dimensional parameters.•The choice of composite layup plays a minor role in the response.•An impulsive idealisation of underwater blast loading can lead to large errors.•We determine the optimal designs that maximise blast resistance for a given mass.

Analytical models are developed to predict the response of circular, fully clamped, orthotropic elastic plates to loading by a planar, exponentially decaying shock wave in water. The models consider the propagation of flexural waves in the plates as well as fluid–structure interaction prior and subsequent to water cavitation. The analytical predictions are compared to those of detailed dynamic FE simulations and the two are found in good agreement. It is shown that an impulsive description of the loading can lead to large errors. A comparison of the responses of cross-ply and quasi-isotropic laminates shows that the composite layup has a minor influence on the underwater blast performance. Design charts are constructed and used to determine plate designs which maximise the resistance to underwater blast for a given mass.

Related Topics
Physical Sciences and Engineering Engineering Mechanical Engineering
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