1986
DOI: 10.1121/1.393755
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The effect of hydrostatic pressure fields on the structural and acoustic response of cylindrical shells

Abstract: The effects of external hydrostatic pressure fields and fluid loading on the structural and acoustic response of a point-driven infinitely long circular cylindrical shell were examined over a range of frequencies. The external pressure field was modeled using static prestress terms in the shell equations of motion, and the structural response was characterized by the driving point admittance and the circumferential resonant frequencies. The acoustic response was quantified through calculation of the radiated s… Show more

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Cited by 11 publications
(8 citation statements)
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“…These stresses are assumed to exist prior to an independent dynamic stresses arising from vibration (Keltie, 1983). …”
Section: Fig2 Force and Moment Resultants And Loads Acting On A Shelmentioning
confidence: 99%
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“…These stresses are assumed to exist prior to an independent dynamic stresses arising from vibration (Keltie, 1983). …”
Section: Fig2 Force and Moment Resultants And Loads Acting On A Shelmentioning
confidence: 99%
“…The presence of a static prestress caused by hydrostatic pressure modifies structural response characteristics. These include the natural frequencies of vibration (Zhang et al, 2004) and the acoustic response (Keltie, 1983).…”
Section: Introductionmentioning
confidence: 99%
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“…(") (pi/p 2 )^2a 2 Di(v) -ix sin aA-M(90) J^Wcr-"')', (p l /p 2 )i<z 2 a~D l (v) + /x sin a£> 2 M'r ". v J^[ J c ~D(v) e~' " edV '^8 b ' > and the saddle P°i nt is found at « = ^/ 2 -Ec l uation ( 89 > is a high-frequency approximation since x (= ^a) is the "large where we have used Eq (76) to obtain Eq (88b).parameter" needed for the validity of the saddle-point asymp-Normalized (sonar or) backscattering cross section of a small coated cylindrical shell vs k,c for ten values of a, b, and c. Plots 6-9 are for a shell thickness of 1/4 in.…”
mentioning
confidence: 99%
“…Although the maximum ICP investigated was less than 0.5 psi, this result is consistent with the predictions of early theoretical studies of thin cylindrical shells subject to much larger pressures. [3][4][5][6][7][8][9][10] In addition to ICP monitoring, this phenomenon has the potential to be exploited as a diagnostic tool for the pressure inside any thin-walled container that should remain sealed, such as an industrial tank containing hazardous waste.…”
Section: Introductionmentioning
confidence: 99%