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Dynamic Instability of Composite Cyl...

Salazar, Christopher J.

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Dynamic Instability of Composite Cylinders in Underwater Confining Environments.

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Dynamic Instability of Composite Cylinders in Underwater Confining Environments./
作者:	Salazar, Christopher J.
出版者:	Ann Arbor : ProQuest Dissertations & Theses, : 2019,
面頁冊數:	118 p.
附註:	Source: Masters Abstracts International, Volume: 80-10.
Contained By:	Masters Abstracts International80-10.
標題:	Naval engineering. -
電子資源:	https://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=13860705
ISBN:	9781392072035

Dynamic Instability of Composite Cylinders in Underwater Confining Environments.
Salazar, Christopher J.

Dynamic Instability of Composite Cylinders in Underwater Confining Environments. - Ann Arbor : ProQuest Dissertations & Theses, 2019 - 118 p.

Source: Masters Abstracts International, Volume: 80-10.

Thesis (M.S.)--University of Rhode Island, 2019.

This item is not available from ProQuest Dissertations & Theses.

A comprehensive series of experiments was conducted to understand the effect of confining environments on the mechanics of implosion of carbon/epoxy composite cylinders. In the case of implosion, a confining environment can be defined as any environment which limits, restricts, or otherwise manipulates particle motion towards an implodable volume during an implosion event. As such, the implosion of composite structures within two different types of confining environments was investigated: implosion within full confinement, and implosion within partial confinement. It was found that a fully-confining environment considerably limits the energy available to drive implosion, and thus two implosion phenomena can result: full implosion and partial implosion. Full implosion occurs when the energy contained in the compressed water bounded by the confining structure is sufficient to cause wall contact in the implodable. This resulted in water-hammer pressure spikes at the ends of the confining chamber due to the formation and subsequent collapse of large cavitation bubbles. Partial implosion occurs when the energy contained in the compressed volume of water bounded by the confining structure is not sufficient to cause wall contact in the implodable structure, causing an arrest in the implosion process and resulting in structural oscillation of the walls of the impolodable. This resulted in pressure oscillations of the same frequency throughout the confining chamber, with oscillations increasing in amplitude with distance from the axial center. In partially-confining environments, it was found that the implosion of composite structures resulted in pressure oscillations which behaved as a damped harmonic oscillator of frequency f, amplitude Δ Pmax, and damping ratio ξ . Pressure oscillations were experimentally characterized, and an analytical investigation was conducted in which expressions for f and Δ Pmax were derived, showing good agreement with experimental results. Finally, it was experimentally shown that by decreasing the energy stored in the compressed volume of water bounded by the partially-confining structure, implosion with dwell can be achieved, in which there is a short pause in the implosion process. This phenomenon is analogous to partial implosion within full confinement.

ISBN: 9781392072035Subjects--Topical Terms:

3173824
Naval engineering.
Subjects--Index Terms:

Composite

Dynamic Instability of Composite Cylinders in Underwater Confining Environments.
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500 $a Source: Masters Abstracts International, Volume: 80-10.
500 $a Publisher info.: Dissertation/Thesis.
500 $a Advisor: Shukla, Arun.
502 $a Thesis (M.S.)--University of Rhode Island, 2019.
506 $a This item is not available from ProQuest Dissertations & Theses.
506 $a This item must not be sold to any third party vendors.
520 $a A comprehensive series of experiments was conducted to understand the effect of confining environments on the mechanics of implosion of carbon/epoxy composite cylinders. In the case of implosion, a confining environment can be defined as any environment which limits, restricts, or otherwise manipulates particle motion towards an implodable volume during an implosion event. As such, the implosion of composite structures within two different types of confining environments was investigated: implosion within full confinement, and implosion within partial confinement. It was found that a fully-confining environment considerably limits the energy available to drive implosion, and thus two implosion phenomena can result: full implosion and partial implosion. Full implosion occurs when the energy contained in the compressed water bounded by the confining structure is sufficient to cause wall contact in the implodable. This resulted in water-hammer pressure spikes at the ends of the confining chamber due to the formation and subsequent collapse of large cavitation bubbles. Partial implosion occurs when the energy contained in the compressed volume of water bounded by the confining structure is not sufficient to cause wall contact in the implodable structure, causing an arrest in the implosion process and resulting in structural oscillation of the walls of the impolodable. This resulted in pressure oscillations of the same frequency throughout the confining chamber, with oscillations increasing in amplitude with distance from the axial center. In partially-confining environments, it was found that the implosion of composite structures resulted in pressure oscillations which behaved as a damped harmonic oscillator of frequency f, amplitude Δ Pmax, and damping ratio ξ . Pressure oscillations were experimentally characterized, and an analytical investigation was conducted in which expressions for f and Δ Pmax were derived, showing good agreement with experimental results. Finally, it was experimentally shown that by decreasing the energy stored in the compressed volume of water bounded by the partially-confining structure, implosion with dwell can be achieved, in which there is a short pause in the implosion process. This phenomenon is analogous to partial implosion within full confinement.
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650 4 $a Mechanical engineering. $3 649730
650 4 $a Acoustics. $3 879105
653 $a Composite
653 $a Confinement
653 $a Digital image correlation
653 $a Implosion
653 $a Oscillation
653 $a Water hammer
690 $a 0468
690 $a 0548
690 $a 0986
710 2 $a University of Rhode Island. $b Mechanical Engineering and Applied Mechanics. $3 2101162
773 0 $t Masters Abstracts International $g 80-10.
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792 $a 2019
793 $a English
856 4 0 $u https://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=13860705