• Title/Summary/Keyword: Core Crush

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Evaluation of the Physical and the Mechanical Properties of the High Frictional Resistance Prepreg and the Low Frictional Resistance Prepreg (고마찰저항 프리프레그와 저마찰저항 프리프레그의 물리적 및 기계적 특성평가)

  • Kim, Y.H.;Han, J.W.;Kim, K.J.;Kim, J.H.;Son, J.H.
    • Proceedings of the Korean Society of Marine Engineers Conference
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    • 2005.06a
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    • pp.326-330
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    • 2005
  • Aircraft composite structure with honeycomb core experiences core crush problem in manufacturing. To prevent core crush additional processes are needed such as core stabilization and prepreg material tie-down and this is the cause of increasing cost. Recent study shows that high friction prepreg prevent core crush without additional process. This paper presents the analysis of high frictional material which attracts lots of interests through physical property, mechanical property and microscopic

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The characteristic evaluation of high frictional resistance prepreg influencing honeycomb core crush (하니컴 코어 붕괴에 영향을 주는 고 마찰 저항 프리프레그의 특성 평가)

  • Han J. W.;Kim G. J.;Kim J. M.;Jin Y. J.;Seo J. J.;Kim J. H.
    • Proceedings of the Korean Society For Composite Materials Conference
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    • 2004.04a
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    • pp.270-274
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    • 2004
  • Aircraft composite structure with honeycomb core experiences core crush problem in manufacturing. To prevent core crush additional processes are needed such as core stabilization and prepreg material tie-down and this is the cause of increasing cost. Recent study shows that high friction prepreg prevent core crush without additional process. This paper presents the analysis of high frictional material which attracts lots of interests through physical property, mechanical property and microscopic morphology and the cause of friction.

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Dynamic Crush Strength Analysis of a Spacer Grid Assembly for a LWR Nuclear Fuel Assembly(II) (경수로 핵연료 지지격자의 동적 좌굴강도 해석(II))

  • Song, Kee-Nam;Lee, S.B.
    • Proceedings of the KSME Conference
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    • 2008.11a
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    • pp.590-592
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    • 2008
  • A spacer grid is one of the most important structural components in a LWR nuclear fuel assembly. The primary considerations are to provide a Zircaloy spacer grid with crush strength sufficient to resist design basis loads, without significantly increasing pressure drop across the reactor core. In this study, the dynamic crush strength analysis and test are carried out for the specimens of a spacer grid assembly.

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Study on the Lateral Dynamic Crush Strength of a Spacer Grid Assembly for a LWR Nuclear Fuel Assembly (경수로 핵연료집합체 지지격자체의 횡방향 충격강도 연구)

  • Song, Kee-Nam;Lee, Sang-Hoon;Lee, Soo-Bum;Lee, Jae-Jun;Park, Gyung-Jin
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.34 no.9
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    • pp.1175-1183
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    • 2010
  • A spacer grid assembly is one of the most important structural components in a Light Water Reactor(LWR) nuclear fuel assembly. In the case of the Zircaloy spacer grid assembly, the primary design consideration is to ensure that lateral dynamic crush strength of the spacer grid assembly is sufficient to resist design basis loads and thereby prevent seismic accidents, without a significant increase in the hydraulic head loss for the reactor coolant in the reactor core. In this study, factors affecting the lateral dynamic crush strength of a spacer grid assembly were analyzed by performing lateral dynamic crush tests and finite element analyses. Further, an effective and economical method to enhance the lateral dynamic crush strength of the spacer grid assembly is proposed.

Preliminary Report for KD Subsurface Oil Storage (원유 비축시설 건설을 위한 예비조사)

  • Han, Jeong Sang;Huh, Ginn
    • Economic and Environmental Geology
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    • v.13 no.3
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    • pp.185-192
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    • 1980
  • The rocks exposed in the investigation area are andesite of Late Cretaceous age, and syenite and aplitic granite of Bulgugsa Series of Early Cretaceous Period, which is intruded in the older andesitic rock. The strike and dip of major joint is $N10^{\circ}$ to $60^{\circ}E$, and $70^{\circ}SE$ to vertical respectively. According to seismic exploration, lower velocity zone, deemed to be fractured and/or crushed zone, is appeared along the gully center of east flank of the area. Test drilling shows that andesite bedrock is mostly very hard, massive, and very fine to medium grained and has almost 100 percent RQD and core recovery. In comparision with andesitic bedrock, intruded syenite cores show that it is highly crush especially at the depth from 55m to 63m.

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