• 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.

• Journal of Chest Surgery
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• v.41 no.1
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• pp.128-132
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• 2008

Penetrating vascular trauma to zone one of the neck is potentially life-threatening. Trauma in this anatomical location is difficult to access and manage because the neck is a small anatomic area with the anatomical proximity of vital structures. An accurate diagnosis and aggressive surgical intervention are critical to the successful outcome of penetrating zone one vascular trauma in the neck. Here we report two cases with review of the medical literature.

• Korean Journal of Fisheries and Aquatic Sciences
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• v.9 no.4
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• pp.293-298
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• 1976

1) The decrease in strength of netting twines at the twisted joint is regarded to be due mainly to tile frictional force between plied yarns, but tile rate of decresae is within $5\%$ in filament twines and 5 to $10\%$ in spun twines. 2) The variation of the twisted joint strength with the angle between the two adjacent bars draws a parabola flaying the minimum value at tile angle of $90^{\circ}$. The minimum value was revealed as about $90\%$ of the strength at the angle of $0^{\circ}$ in wet spun twiness, but regarded to hi negligibly small filament twines. 3) The knot strength is about $30{\pm}5\%$of the twisted joint strength.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.42 no.6
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• pp.775-786
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• 2022

In the plant structures including nuclear power plants, penetrations are frequently installed in walls and slabs to reinforce facilities during operation, and reinforcing bars are sometimes cut off during concrete coring. Since these penetrations are not considered at the design or construction stage, cutting of reinforcing bar during opening installation is actually damage to the structure, structural integrity evaluation considering the stress transition range or effective width around the new penetration is necessary. In this study, various nonlinear analyses and static loading experiments are performed to evaluate the effect of reinforcing bar cutting that occurs when a penetration is newly installed in the shear wall of wall-type building of operating nuclear power plant. In addition, the decrease in wall stiffness due to the installed new penetration and cutting of reinforcing bars is evaluated and the stress and strain distributions of rebars around penetration are also measured.

• Journal of Chest Surgery
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• v.33 no.7
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• pp.581-584
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• 2000

Because the penetrating cervical tracheoesophageal injury may be associated with significant morbidity and mortality, it is important to choose the optimal method of diagnosis and management in patient with tracheoesophageal injury. We obtained a satisfactory result from repair of tracheoesophageal injuries using cardiopulmonary bypass. If the bleeding from the unidentified deep injury and the spread of infection could be controlled, the repair using CPB might increase the margin of safety during operation in the similar cases.

• Proceedings of the Korean Geotechical Society Conference
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• 2005.10a
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• pp.536-549
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• 2005

국내 대부분을 차지하고 있는 NATM의 주요원리는 주변지반의 지보효과를 활용하는 터널굴착공법이다. 따라서 실제 지반조건이 원설계조건 보다 역학적으로 불량한 경우 보강공법의 적용은 필수적이라 할 수 있으나, 합리적인 설계변경은 현실적으로 쉽지 않은 실정이다. 또한 현실적인 이유로 양방향으로 터널을 관통하는 설계법과 달리 종종 1방향 굴진으로 터널을 관통하는 경우가 있다. 그러나 이러한 1방향 굴진은 불가분 굴진 종점부에서 저토피 갱구를 향하게 되므로, 지반이 연약한 경ㅇ우 막장 붕괴의 위험이 매우 높은 것으로 알려져 있다. 본 터널은 설계 시 갱구부 지반을 풍화암과 연암으로 보고 설계 하였으나, 실제 굴착 시 확인된 지층은 핵석을 포함한 실트질모래(SP-SM)로 판명되었다. 더구나 터널굴진 방향에 있어서도 양방향 굴착이 아닌 저토피 갱구를 향한 1방향 굴진을 실시하였으며, 이러한 시공 중에 터널관통을 불과 19m 남겨둔 갱구부에서 막장부괴와 동시에 상부사면 함몰이 발생하였다. 본 연구는 토사터널 갱구부 1방향 굴진 시 발생한 막장붕괴 보강사례로서, 지상보강(시멘트밀크 그라우팅)과 갱내보강(방사상 FRP보강그라우팅) 그리고 인버트폐합을 실시하여 성공적으로 터널시공을 완료한 사례연구이다. 본 사례는 향후 토사터널 갱구부의 설계와 시공에 유용한 참고자료가 될 것이다.

• Journal of Korean Society of Steel Construction
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• v.23 no.6
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• pp.737-745
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• 2011

A concrete-filled tube is a concrete-filled steel tube structure. The steel tube confines the concrete to increase the compressive strength, and the concrete contains the buckling of the tube. CFT structures require a diaphragm to prevent buckling of steel at connections. An outer diaphragm has better concrete filling than a through diaphragm due to a large bore, but being larger than the through diagram, it has poorer constructability and cooperation with building equipment. In this study, a CFT structure that uses different types of diaphragms in its upper and lower connections to improve the concrete filling was tested and analyzed via the FEM program. The building structure had a floor slab that was unified with the upper diaphragm, so the outer diaphragm was placed at the upper bound. Moreover, the through diaphragm was placed at the lower connection to avoid obstruction from building equipment. The CFT structure with the improved concrete filling showed the same structural behavior as the CFT structure with the use of the same type of diaphragms at the upper and lower connections.

• Journal of Chest Surgery
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• v.43 no.6
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• pp.808-811
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• 2010

Simultaneous occurrence of the trachea, esophagus, and spinal cord injuries due to stabbing is rare. The incidence is decreasing, but early diagnosis and surgical treatment is important because it can be life-threatening. We present one case of simultaneous trachea, esophagus, and spinal cord injury caused by self-stabbing complicated with paraplegia.

• Journal of Korean Society of Steel Construction
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• v.25 no.2
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• pp.187-196
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• 2013

CFT structures require a diaphragm to prevent buckling of steel at connections. An outer diaphragm has better concrete filling than a through diaphragm due to a large bore, but due to the larger size than the through diaphragm, it has poorer constructability and cooperation with building equipment. The building structure has a floor slab that was unified with the upper diaphragm, so the outer diaphragm was placed at the upper bound. Moreover, the through diaphragmwas placed at the lower connection to avoid obstruction of the building equipment. The CFT structure with the improved concrete filling showed the same structural behavior as the CFT structure with the use of the same type of diaphragms at the upper and lower connections.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.47 no.6
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• pp.397-404
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• 2019

Linear Shaped Charge (LSC) that is widely used as separation system in aerospace system has to charge lots of explosives due to lack of uniformity. In addition, it is hard to optimize shape of liner and explosives because of manufacturing process. In order to overcome aforementioned drawbacks, Precision Linear Shaped Charge (PLSC) is currently under development. PLSC is made in two steps: prepare liner independently and charge explosive uniformly. In this study, PLSC is designed to have proper amount of explosives and penetration test of PLSC with different stand-off distance from liner to target is conducted to confirm penetration performance. Based on the penetration test results of PLSC, the numerical analysis method using AUTODYN is established and verified. Penetration mechanism and characteristics of PLSC is analyzed from the numerical and experimental results.