• 한국구조물진단유지관리공학회 논문집
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• 제14권6호
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• pp.142-152
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• 2010

본 연구는 표준실험체인 전단보강근이 없는 철근콘크리트 보(SSS)와 전단보강근이 있는 철근콘크리트 보(BSS), 성능개선실험체로는 전단보강근이 없는 철근콘크리트 보에 고로슬래그미분말을 혼입한 고인성섬유 복합모르타르를 타설한 실험체(SHF시리즈, SHFSC시리즈)로 총 11개의 실험체를 축소 제작하여 실험을 수행하였다. 실험을 통하여 얻어진 결과를 비교 분석하여 하중-변위, 파괴형태, 최대내력, 전단응력 등을 규명함으로써 구조성능의 개선정도를 평가하였다. 고로슬래그미분말을 혼입한 고인성섬유 복합모르타르를 이용한 철근콘크리트 보 실험체(SHF시리즈, SHFSC시리즈)의 경우 전단보강근이 없는 표준실험체(SSS)보다 전단응력은 각각 26%, 28%, 연성능력은 각각 5.27, 5.75배 증가하는 결과를 나타내었다. 또한, 충분한 연성적인 거동과 안정적인 휨인장 파괴를 나타내었다.

• 한국구조물진단유지관리공학회 논문집
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• 제18권6호
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• pp.1-10
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• 2014

본 연구에서는 표준실험체 (BSS), 순환굵은골재와 고로슬래그 미분말의 치환과 하이브리드섬유를 보강한 실험체 ($BSPRR_1$, $BSPRR_2$시리즈), 순환굵은골재와 고로슬래그 미분말의 치환과 PVA섬유를 보강한 실험체 (BSPG시리즈)로 총 13개의 실험체를 실물크기의 1/2로 축소 제작하여 실험을 수행하였다. 실험을 통하여 얻어진 결과를 비교 분석하여 하중-변위, 파괴형태, 최대내력 등을 규명함으로써 구조성능의 개선정도를 평가하였다. 실험결과 순환굵은골재와 고로슬래그 미분말을 치환한 콘크리트에 하이브리드섬유를 보강한 실험체 ($BSPRR_1$, $BSPRR_2$시리즈)의 경우 표준실험체 (BSS)에 비하여 압축강도는 최대 13%, 최대내력은 4~21%, 연성능력은 각각 4~28% 증가하는 결과를 나타내었다. 그리고 또한, 충분한 연성적인 거동과 안정적인 휨인장 파괴를 나타내었다.

• 전기학회논문지
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• 제67권2호
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• pp.224-232
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• 2018

According to government policy, renewable energy facility such as solar power generation is being implemented for newly constructed buildings. In recent years, the introduction of Energy Storage System (ESS) served as an emergency power for replacing an existing diesel generator has been increasing. Furthermore, in order to expand the efficacy of the ESS operation, operation in combination with renewable energy sources such as solar and wind power generation is increasing. Hence, development of the ESS operation algorithms for emergency mode as well as the peak power cut mode, which is the essential feature of ESS, are necessary. The operational scenarios of ESS need to consider load power requirement and the amount of the power generation by renewable energy sources. For the verification of the developed scenarios, tests under the actual situation are demanded, but there is a difficulty in simulating the emergency operation situation such as system failure in the actual site. Therefore, this paper proposes simulation models for the HILS(Hardware In the Loop Simulation) and operation modes developed through HILS for the ESS operated with renewable energy source under peak power reduction and emergency modes. The paper shows that the ESS operation scenarios developed through HILS work properly at the actual site, and it verifies the effectiveness of the control logic developed by the HILS.

• 전기학회논문지
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• 제63권8호
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• pp.1064-1069
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• 2014

The railway signalling system plays an essential role in the headway and routing control for a safe and efficient train operation. The reliable and safe operation of the system is very important because the failure of the railway signalling system can lead to the collision, derailment, or unexpected stop of a train. So far, the conventional wayside signal mode (ATS: Automatic Train Stop) has been generally used as the railway signalling system. However, this system is highly linked to a risk of major accidents resulted from human mistakes such as missing a signal or careless control of train speed. Accordingly, the onboard signal mode (ATC: Automatic Train Control) as an alternative of ATS has been recently introduced and applied to transmit effectively the information on speed control of a train by using computers and communication equipment. In the process of replacing the obsolete signal system, it is necessary to switch over the system while providing passengers with normal services. Therefore, the integration of a railway signaling system compatible for both ATS and ATC and its interface is discussed in this study. In particular, the implementation scenario required for operation planning of the integrated system was designed, and the results as well as effects of its applicability test were also presented.

• Journal of Welding and Joining
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• 제28권2호
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• pp.66-73
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• 2010

Conventional fracture test of resistance spot weld had been performed without consideration of paint baking process in automobile manufacturing line. This study was aim to investigate the effect of paint baking on fracture mode and load carrying capacity in fracture test for resistance spot welded 780TRIP steels. With paint baking cycle after resistance spot welds, peel tests and microhardness were conducted on the as-welded and baked samples. Resistance spot welds in AHSS (Advanced High Strength Steels) are prone to display partial interfacial fractures during fracture test or vehicle crash. Baking cycle increased the load-carrying capacity of the resistance spot welded samples and improved the fracture appearance from partial to full button fracture for the L-type peel tests. Specially, the differences in fracture appearance are apparent when the nugget size of spot welds is small enough to produce the partial interfacial fracture. The comparison of macrohardness and microstructure between as-welded and baked samples showed that there are no large difference in change the fracture mode. However, the results of the instrumented indentation test suggested that fusion zone and HAZ of baked sample have less tensile and yield strength and proves that the tempering effects are applied and enhanced the resistance to fracture on welds with application of baking cycle.

• Journal of Chest Surgery
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• 제57권1호
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• pp.36-43
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• 2024

Background: Coronavirus disease 2019 (COVID-19) can lead to acute respiratory failure, which frequently necessitates invasive mechanical ventilation and extracorporeal membrane oxygenation (ECMO). However, the limited availability of ECMO resources poses challenges to patient selection and associated decision-making. Consequently, this retrospective single-center study was undertaken to evaluate the characteristics and clinical outcomes of patients with COVID-19 receiving ECMO. Methods: Between March 2020 and July 2022, 65 patients with COVID-19 were treated with ECMO and were subsequently reviewed. Patient demographics, laboratory data, and clinical outcomes were examined, and statistical analyses were performed to identify risk factors associated with mortality. Results: Of the patients studied, 15 (23.1%) survived and were discharged from the hospital, while 50 (76.9%) died during their hospitalization. The survival group had a significantly lower median age, at 52 years (interquartile range [IQR], 47.5-61.5 years), compared to 64 years (IQR, 60.0-68.0 years) among mortality group (p=0.016). However, no significant differences were observed in other underlying conditions or in factors related to intervention timing. Multivariable analysis revealed that the requirement of a change in ECMO mode (odds ratio [OR], 366.77; 95% confidence interval [CI], 1.92-69911.92; p=0.0275) and the initiation of continuous renal replacement therapy (CRRT) (OR, 139.15; 95% CI, 1.95-9,910.14; p=0.0233) were independent predictors of mortality. Conclusion: Changes in ECMO mode and the initiation of CRRT during management were associated with mortality in patients with COVID-19 who were supported by ECMO. Patients exhibiting these factors require careful monitoring due to the potential for adverse outcomes.

• Journal of Welding and Joining
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• 제33권4호
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• pp.44-49
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• 2015

The structural epoxy adhesive used in car body assembly needs the highest level of joint mechanical strength under lap shear, T-peel and impact peel conditions. In this study, the effect of nano functionalized block copolymer addition on the impact peel strength of epoxy adhesive was investigated. DSC analysis showed that the addition of nano functionalized block copolymer did not affect the curing reaction of epoxy adhesive. From single lap shear test, it was found out that the addition of nano functionalized block copolymer slightly decreased the cohesive strength of cured adhesive layer. The addition of nano functionalized block copolymer showed beneficial effect on T-peel strength by changing the adhesive failure mode to the mixed mode. However, the addition of nano functionalized block copolymer just decreased the room temperature impact peel strength. It was considered that the addition of nano functionalized block copolymer could have effect on disturbing the crack propagation only for the case of slow strain rate.

• 대한의용생체공학회:의공학회지
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• 제29권6호
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• pp.451-456
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• 2008

Total knee arthroplasty(TKA) using computer-assisted navigation has been increased in order to improve the accuracy of femoral and tibial components implantation. Recently, a few clinical studies have reported on the femoral stress fracture after TKA using computer-assisted navigation. The purpose of this study is to investigate the stress concentration around the femoral pin-hole for different pin-hole diameter, the modes of pin penetration by finite element analysis to understand the effects of pin-hole parameters on femoral stress fracture risk. A three-dimensional finite element model of a male femur was reconstructed from 1 mm thick computed tomography(CT) images. The bone was rigidly fixed to a 25 mm above the distal end and 1500 N of axial compressive force and 12 Nm of axial torsion were applied at the femoral head. For all cases, transcortical pin penetration mode showed the highest stress fracture risk and unicortical pin penetration mode showed the lowest stress concentration. Pin-hole diameter increased the stress concentration, but pin number did not increase the stress dramatically. The results of this study provided a biomechanical guideline for pin-hole fracture risk of the computer navigated TKA.

• 마이크로전자및패키징학회지
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• 제21권3호
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• pp.51-56
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• 2014

솔더조인트의 신뢰성에는 인쇄회로기판의 표면처리 특성이 많은 영향을 미치고 있다. 본 연구에서는 ENEPIG 표면처리에서 Sn-4.0wt%Ag-0.5wt%Cu (SAC405) 솔더와 Pd 촉매 처리 시간에 따른 high speed shear 에너지 및 파괴 모드를 연구하였다. 또한 Pd 촉매 처리 시간과 무전해 Ni-P 도금의 표면 거칠기 (Ra)와의 관계를 규명하였다. Pd 촉매 처리 시간이 길어질수록 Ni-P nodule의 면적은 넓어지고, Ni-P 도금의 표면 거칠기 (Ra)는 감소한다. 이러한 영향으로 질산 기상 처리한 시편의 high speed shear 평가후 quasi-brittle과 brittle 모드의 점유율은 감소한다. 이는 Pd 촉매 처리 시간의 증가가 SAC405 솔더조인트의 신뢰도를 향상시키는 역할을 한다는 것을 나타낸다.

• 콘크리트학회지
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• 제7권5호
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• pp.133-144
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• 1995

본 연구는 콘크리트 충전강관을 고층 건물의 구조부재로 이용하기 위한 연구의 일환으로서 강관의 폭두께비, 세장비와 충전콘크리트의 강도를 주요 변수로 하여 강관이 콘크리트를 단순 구속하는 경우의 재하조건으로서 일련의 실험을 콘크리트 충전강관 기둥의 역학적인 거동 특성을 고찰하였다. 얻어진 결론을 요약하면 다음과 같다. (1)구속 콘크리트의 파괴양상은 단주의 경우 시험체 단부에서의 압괴에 의한 $45^{\circ}$정도의 사인장 파괴가 이루어졌으며 장주의 경우 횡방향 휨 파괴 양상을 나타내었다. (2)원형강관으로서 콘크리트를 구속함으로서 변형능력의 향상과 동시에 콘크리트의 연성 효과를 증대시킬 수 있었다. (3)강관의 세장비, 폭두께비, 콘크리트의 강도를 고려하여 콘크리트의 구속계수를 이용하여 강관에 의해 구속된 내부 콘크리트와 충전 강관 기둥의 최대내력 산정식을 제안하였다.