• Journal of the Computational Structural Engineering Institute of Korea
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• v.32 no.3
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• pp.199-203
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• 2019

The penetration depth of a hypervelocity jet exceeding 4 km/s is described by the density ratio of the jet and the target. In the case of the same density, the difference in strength between the targets does not affect the penetration depth difference. This study focuses on the "strength irrelevance" of such a hypervelocity jet. For this purpose, the change of crater pressure caused by shaped charge jet(SCJ) was calculated by finite element analysis and the possibility of polymorphic phase transition of steel material was investigated. Hypervelocity jets were found to cause polymorphic phase transitions in the steel target craters, and the decrease in the fracture toughness of the target is predicted as the cause of the strength irrelevance.

• The Korean Publising Journal, Monthly
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• s.240
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• pp.9-9
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• 1998

일본의 대학출판계는 정보화가 진행되는 이 시점이 호기라 생각하고 있다. 학술출판의 중요성은 여전히 크지만, 아카데미즘의 껍질을 벗고 깊이 있는 현실의 저류를 관통하는 출판활동이 향후 대학출판부의 나아갈 길이라는 목소리다.

• Explosives and Blasting
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• v.36 no.3
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• pp.19-28
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• 2018

Locally damaged structures caused by earthquake or extraordinary external forces have been required to rapidly be dismantled because of its possibility of additional collapses. Particularly, steel frame structures were demolished by the shaped charge blasting method. Recently a research suggested a shape charge blasting technique which uses bent-shaped charge holder of copper plate and emulsion explosive charge to cut thick steel plates. This study simulated the cutting performance of the bent-shaped charge holder with considering types of explosives, thickness of copper liner and stand-off distances using LS-DYNA software. The shape charge blasting test of a 25mm thickness steel plate were used to calibrate the input parameters of the numerical models. The penetration depth and penetration width were analysed with different types of explosives, thickness of copper liner and stand-off distances.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.31 no.4A
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• pp.311-321
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• 2011

To analysis the effect of reinforcement ratio and impact velocity on local damage, a series of impact analyses are performed to predict local effects. According to these results, the reinforcement ratio has no effect on the penetration depth and perforation thickness, but notable change to the scabbing area were observed. The higher the missile velocity becomes, the greater the degree of local damage to the reinforced concrete slabs is. Analysis results will be useful in the impact-resistance design of containment buildings and structures.

• Journal of the Korean Society for Nondestructive Testing
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• v.19 no.3
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• pp.173-179
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• 1999

The defects on the metal surface. such as the ended circular pressed hole. the penetrated circular drilled hole, and the linear hollow lanes have been investigated by means of the microwave. In this experiment, frequency was set at 9.2GHz with 3kHz modulation, and the methods of reflection, transmission, fixed carrier frequency, and mod-demodulated technique have been used for investigating defects. The magnitudes of the microwave signals have been changed at the ended circular pressed hole and the penetrated circular drilled hole. The defect sizes that were estimated from the reflected microwave signals had the dimensions enlarged by twice the original size of the penetrated circular drilled hole and 2.5 times the original size of the ended circular pressed hole. The magnitudes of the reflected microwave signals from the linear hollow lane have increased with expansion of the width of the notch. In the linear hollow lane with the depth of 2.4mm, the reflected microwave signals versus the defect widths had a maximum value at the defect width of 50mm, and in the linear hollow lanes with the depths of 1.2mm and 0.45mm, the reflected microwave signals versus the defects widths had the maximum values each at the defect depths of 55mm.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2002.10a
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• pp.800-803
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• 2002

This investigation describes and analyses the experimental results proper to the penetration of Al5052-H34 alloy plates of thickness 6, 12 and 16mm(T/D＝1, 2, 3) by 5.56mm ball projectiles over the velocity range 350-750㎧. All the high velocity impact tests were carried out at normal impact angle, i.e. zero obliquity. The experimental results presented the variation of depth of penetration, bulge height and diameter, plugged length and diameter with the velocity fur tests on each plate of a given thickness in order to determine the deformation shapes of 5.56mm ball projectiles and targets. Also the protection ballistic limit($V_50$) tests were conducted.

• Proceedings of the Korean Institute of Surface Engineering Conference
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• 2015.11a
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• pp.343-343
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• 2015

고종횡비의 실리콘 관통전극(TSV)은 반도체 3차원 적층을 실현하기 위한 핵심적인 기술이다. TSV의 충전은 주로 전해도금을 이용하는데 무결함 충전을 위해서 도금액에 몇 가지 첨가제(억제제, 가속제, 평탄제)가 포함된다. 본 연구에서는 첨가제 유무 따른 비아 충전 양상 및 무결함 충전에 대한 연구를 진행하였다. 비아 충전 공정을 위해서 직경 10 um, 깊이 50 um의 TSV가 패터닝된 웨이퍼를 준비하였으며 도금 후 단면을 관찰하여 도금의 양상을 비교하였다. 도금액에 첨가제가 포함되지 않는 조건, 억제제와 가속제만 포함된 조건, 세 가지 첨가제가 모두 포함된 조건으로 비아 충전을 실행하였으며 최종적으로 무결함 충전이 되는 첨가제 조건을 찾을 수 있었다.

• Journal of the Korean Geosynthetics Society
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• v.16 no.2
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• pp.35-45
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• 2017

Gravel compaction pile (GCP) is widely used as it increases the bearing capacity of soft ground and reduces the consolidation settlement. Stress concentration ratio for design is dependent on the area replacement, surcharge pressure, depth and penetration rate. However, a range of stress concentration ratio obtained through field, laboratory experiments and numerical analysis is large. But since the main objective of the study is to evaluate the stress concentration ratio and settlement for both area replacement ratio and penetration rate through numerical analysis. Numerical analysis using the finite element program ABAQUS 6.12-4 has been performed for the composite ground with GCP. As a result, the stress concentration ratio at the points except for the point of top is in the range of 1.21-5.36, 1.19-5.45, 2.16-5.60 for 60%, 80% and 100% penetration, respectively. In general, as the penetration rate and area replacement ratio increases, the stress concentration ratio tends to increase.

• Journal of the Speleological Society of Korea
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• no.53
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• pp.51-56
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• 1998

지금은 이미 지하수가 말라버리고 건조한 동굴이 되었지만 프린스 맘모스 동굴과 같이 큰 포화수대 기원의 터널이나 지하천이 사행하면서 거의 수평으로 발달한 장대한 동굴계는 미국의 대동굴 지대의 전형이라고 할 수 있다. 이 켄터키를 중심으로 북쪽은 펜실베니아, 남쪽은 알라바마까지의 애팔레치아 지방까지 펼쳐진다. 대조적으로 북조지아의 에리존즈동굴은 이 지방의 동굴과 달리 일직선으로 뻗어져 있다. 10이상의 길이로, 양단은 거대한 수직동굴로 되어 있으며 피지온산의 밑을 관통하고 있다. 입구의 수직동굴은 환타스틱 피트, 인크레져블 피트라 불리우며 양쪽모두 150M의 깊이이다. 미국동부의 동굴은 이차생성물은 일반적으로 그렇게 발달되어 있지 않은 것이 하나의 특징이다. 그러나 예외도 있는데 버지니아의 루뤠이 동굴에는 멋진 생성물을 볼 수 있고 관광동굴화 되어 있다.(중략)

• Journal of the Korean Geotechnical Society
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• v.21 no.1
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• pp.115-121
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• 2005

At present, continual road constructions to connect from city to city are needed due to the geographical feature of Korea that about $70\%$ of the territory is mountainous area. Thus, the generation of large cut-slope has been inevitably formed. As a means of reinforcement on the cut-slope, in case of destructive disasters such as a snowstorm, pile embedment method is widely adopted. The pile embedment method is to resist possible move of soil by embedding piles from the surface to the immovable ground and then delivering the load from the piles to the immovable ground. In this study this writer analyzes the limitation of empirically used pile construction depth and its spacing through the numerical analysis. As a result, he suggests the most effective pile construction depth and space.