Abstract
The water blast response of one-dimensional marine structures coated with elastic foam is theoretically investigated. The foam coating is modeled by a group of concentrated masses separated by parallel massless nonlinear spring and damper, simulating the micro inertia, stiffness, and rate-dependent effects exhibited by common cellular materials. An analytic model for the wet face response, inclusive of fluid-structure interaction, is developed. The model addresses cavitation and takes into account the momentum of reconstituted water attached to the wet face. The first-order double asymptotic approximation method is used to compute the pressure during the spring-back and succeeding phase. The fidelity of the analytic model has been assessed by the finite element analysis.
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Abbreviations
- L :
-
the thickness of the foam core
- h b :
-
the thickness of steel plate
- h f :
-
the thickness of the front plate
- A :
-
the cross-section area of the foam core
- ΔL :
-
the thickness of a single piece of foam core
- N :
-
the number of pieces divided of the foam core
- ρ * :
-
the density of foam
- ρ s :
-
the density of solid cell wall material
- m i :
-
the mass of a single piece of foam
- m b :
-
the mass of back panel
- m f :
-
the mass of front plate
- k i :
-
the stiffness of a single piece of foam
- K s :
-
the stiffness of the supporting structure
- σ ( ):
-
nonlinear strain–stress relation of foam
- C1, D, p:
-
material constants
- \({\sigma_{el}^\ast}\) :
-
the elastic buckling stress of foam
- E * :
-
the linear elastic modulus of foam
- E s :
-
the elastic modulus of solid cell wall material
- ε b :
-
the critical strain at which buckling begins
- ε D :
-
the densification strain of foam
- p(t):
-
the total pressure acted on the front panel
- P i (t):
-
the incident pressure produced by underwater explosion
- P 0 :
-
the pressure peak of the incident pressure
- θ :
-
the decaying constant of the incident pressure
- β :
-
the fluid/structure interaction parameter
- M f , A f :
-
the fluid mass matrix and area matrix of the boundary elements
- ρ w , c w :
-
the density and sound speed of water
- c :
-
the proportional damping factor
- t c , t r :
-
some dividing moments defined for convenience
References
Xue Z.Y., Hutchinson J.W.: Preliminary assessment of sandwich plates subject to blast loads. Int. J. Mech. Sci. 45, 687–705 (2003)
Fleck N.A., Deshpande V.S.: The resistance of clamped sandwich beams shock loading. Trans. ASME 171, 386–401 (2004)
Deshpande V.S., Fleck N.A.: One-dimensional response of sandwich plates to underwater shock loading. J. Mech. Phys. Solid 53, 2347–2383 (2005)
Liang Y.M., Spuskanyuk A.V. et al.: The response of metallic sandwich panels to water blast. J. Appl. Mech. 74, 81–99 (2007)
McMeeking R.M., Spuskanyuk A.V. et al.: An analytic model for the response to water blast of unsupported metallic sandwich panels. Int. J. Solids Struct. 45, 478–496 (2008)
Chen Y., Zhang Z.Y. et al.: Attenuating performance of a polymer layer coated onto floating structures subjected to water blasts. Eur. J. Mech. A/Solids 45, 591–598 (2009)
Shim V.P., Tay B.Y., Stronge W.J.: Dynamic crushing of strain-softening cellular structures—a one-dimensional analysis. J. Eng. Mater. Tech. 112, 398–405 (1990)
Gibson L.J., Ashby M.F.: Cellular Solids: Structure and Properties, 2nd edn. Cambridge University Press, Cambridge (1997)
Taylor, G.I.: The pressure and impulse of submarine explosion waves on plates. In: The Scientific Papers of G.I. Taylor, vol. III. Cambridge University Press, London, pp. 287–303 (1963)
Geers T.L., Felippa C.A.: Doubly asymptotic approximations for vibration analysis of submerged. Struct. J. Acoust. Soc. Am. 73, 1152–1159 (1980)
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Chen, Y., Wang, Y. & Hua, H.X. An analytic model for the water blast response of one-dimensional marine structure coated with elastic foam. Arch Appl Mech 80, 1243–1253 (2010). https://doi.org/10.1007/s00419-009-0367-1
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DOI: https://doi.org/10.1007/s00419-009-0367-1