• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 춘계학술대회논문집D
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• pp.354-359
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• 2001

As the temperature of liquid under negative pressure approaches the absolute zero, the nucleation process due to thermal fluctuations hardly occurs. Instead of this mechanism, quantum fluctuations may lead the formation of nucleus for new phase in metastable state. In this study, the thermal as well as quantum nucleation bubble in liquid helium under negative pressure was investigated theoretically. The energy barrier against nucleation was estimated by molecular interaction due to the Londom dispersion force. It is shown that the phase transition from liquid to vapor in is possible due to the quantum tunneling below 0.2 K for Helium-4 and 0.1 K for Helium-3, at negative pressures close to the ideal tensile strength at which every liquid molecules become bubbles simultaneously.

• 한국전산구조공학회논문집
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• 제27권4호
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• pp.281-288
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• 2014

가스폭발은 해양플랜트 산업에서 발생할 수 있는 치명적인 사고 중 하나이며, 탑사이드 플랫폼은 폭발압력에 따른 구조 건전성을 확보해야만 한다. 따라서, 해양플랜트 분야에서는 이러한 폭발사고에 대비한 방폭설계에 관한 많은 연구가 수행되었지만, 여전히 추가적으로 세밀한 분석이 더 필요한 실정이다. 폭발 설계하중 계산과정에서 도출된 충격량은 CFD 해석결과로 계측된 폭발 압력 응답에서의 곡선 아래 면적의 절대 값에 의해 결정되어 진다. 하지만 가스폭발에서의 부압구간은 TNT 폭발이나 가스폭발과는 달리 상당부분 존재한다. 본 연구의 목표는 이러한 부압구간이 구조물의 거동에 미치는 영향에 대해서 분석하는 것이다. 따라서 방폭설계가 필수적으로 요구되어지는 FPSO 탑사이드의 방화벽을 폭발하중에 따른 구조 응답을 분석하기 위한 대상물로 선정하였다. 폭발 하중-시간이력 데이터는 FLACS를 이용한 폭발 시뮬레이션 과정을 통해 획득하였으며, LS-DYNA는 비선형 과도 응답해석을 위해 사용되었다.

• 한국지진공학회논문집
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• 제26권3호
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• pp.127-136
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• 2022

Recently, an unprecedented emerging infectious disease has rapidly spread, causing a global shortage of wards. Although various temporary beds have appeared, the supply of wards specializing in infectious diseases is required. Negative pressure isolation wards should maintain their function even after an earthquake. However, the current seismic design standards do not guarantee the negative pressure isolation wards' operational (OP) performance level. For this reason, some are not included in the design target even though they are non-structural elements that require seismic design. Also, the details of non-structural elements are usually determined during the construction phase. It is often necessary to complete the stability review and reinforcement design for non-structural elements within a short period. Against this background, enhanced performance objectives were set to guarantee the OP non-structural performance level, and a computerized tool was developed to quickly perform the seismic design of non-structural elements in the negative pressure isolation wards. This study created a spreadsheet-based computer tool that reflects the components, installation spacing, and design procedures of non-structural elements. Seismic performance review and design of the example non-structural elements were conducted using the computerized tool. The strength of some components was not sufficient, and it was reinforced. As a result, the time and effort required for strength evaluation, displacement evaluation, and reinforcement design were reduced through computerized tools.

• 화약ㆍ발파
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• 제35권1호
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• pp.1-17
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• 2017

공기를 통해 이동하는 폭발파에 의한 압력 및 압력에 의해 지표 및 지하구조물에 미치는 영향을 이해하는 것은 매우 중요하다. 폭발의 충격이 구조물에 미치는 영향을 컴퓨터 시뮬레이션하기 위해서는 시간과 거리에 따른 압력의 변화를 결정하여야 한다. 기존의 연구를 통해 압력의 변화와 관련되는 인자들을 추정하기 위한 여러 경험식들이 개발되었다. 본 연구에서는 최대압력, 양압지속기간, 임펄스, 최소음압, 음압지속기간, 폭발파 도착시간과 감쇠상수를 예측하는 경험식들을 조사 분석하였으며 가장 널리 사용되고 있는 Kingery 경험식과 다른 경험식에 의한 압력 변화를 비교하였다.

• 대한기계학회논문집B
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• 제25권1호
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• pp.18-28
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• 2001

The present study investigates flow dynamics between two dimensional compliant plates under sinusoidal flow conditions in order to understand influence of wall motion, impedance phase angle (time delay between pressure and flow waveforms), and non-Newtonian fluid on wall shear stress using computational fluid dynamics. The results showed that wall motion induced additional terms in the streamwise velocity profile and the pressure gradient. These additional terms due to wall motion reduced the amplitude of wall shear stress and also changed the mean wall shear stress. The trend of the changes was very different depending on the impedance phase angle. As the impedance phase angle was changed to more negative values, the mean wall shear stress decreased while the amplitude of wall shear stress increased. As the phase angle was reduced from 0°to -90°under $\pm$4% wall motion, the mean wall shear stress decreased by 12% and the amplitude of wall shear stress increased by 9%. Therefore, for hypertensive patients who have large negative phase angles, the ratio of amplitude and mean of the wall shear stress is raised resulting in a more vulnerable state to atherosclerosis according to the low and oscillatory shear stress theory. We also found that non-Newtonian characteristics of the blood protect atherosclerosis by decreasing the oscillatory shear index.

• 대기
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• 제20권4호
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• pp.387-398
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• 2010

This study shows that frequency of tropical cyclone (TC) around Korea in summer (June-September) has positive relation with Arctic Oscillation (AO) in the preceding April. In a positive AO phase, each of anomalous cyclone and anomalous anticyclone is developed in low latitude and middle latitude regions of East Asia from the preceding April to summer. As a result, while anomalous southeasterly around Korea serves as a steering flow that TCs move toward this area is strengthened, northwesterly that reinforced in southeastern area of East Asia plays a role in preventing TCs from moving toward this area. In addition, due to this distribution of pressure systems developed in this AO phase, TCs tend to occur, move and recurve in further northeastern region in the western North Pacific than TCs in a negative AO phase. On the contrary, TCs in a negative AO phase mainly move westward toward southern China or Indochina Peninsula from Philippines. Eventually, intensity of TCs is weaker than those in a positive AO phase due to the terrain effect caused by high passage frequency of TCs in mainland China.

• 한국전산구조공학회논문집
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• 제28권2호
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• pp.197-205
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• 2015

가스 생산용 해양플랜트 설비의 경우 폭발의 위험에 노출되어 있으며, 폭발사고는 구조물의 안전성에 치명적인 영향을 미칠 수 있다. 따라서, 이러한 폭발사고에 의한 피해를 최소화하기 위해서는, 폭발하중에 의한 구조부재의 동적응답 특성을 명확히 파악할 필요가 있다. 폭발하중의 경우 매우 짧은 시간 동안에 구조물에 가격되었다가 소멸되기 때문에 구조부재의 고유주기 및 폭발하중의 지속시간을 고려한 동적응답 평가가 필수적으로 요구된다. 일반적으로 가스 폭발하중의 경우, 부 압력단계가 전체 하중 이력에서 상당 부분 존재하며, 본 연구에서는 이러한 부 압력단계의 형상에 따라 총 하중 지속시간을 결정하는 하중 모델을 제안하였다. 방화벽은 폭발사고 시 장비 및 인명 피해를 방지하고자 FPSO 탑사이드 모듈 사이에 배치되는 구조부재이므로 폭발하중에 의한 응답이력 특성 분석이 반드시 필요하다. 때문에 무 감쇠 단 자유도 모델에 가스 폭발하중을 적용하여 변위응답 특성을 분석하였으며, 평판으로 구성된 방화벽의 FE 모델을 이용한 하중 지속시간과 구조부재들의 고유주기를 고려한 응답 특성을 분석하였다. LS-DYNA를 이용한 선형/비선형 구조해석 분석결과, 부 압력단계의 지속시간이 구조물의 동적응답에 큰 영향을 주는 것을 보였다.

• Macromolecular Research
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• 제11권4호
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• pp.231-235
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• 2003

Phase behavior information is necessary for accomplishing homogeneous copolymerization to obtain high yield of copolymers and prevent a fouling problem. Cloud-point data to $160^{\circ}C$ and 1,450 bar are presented for five $C_6$ hydrocarbon solvents, normal hexane, 2,2-dimethyl butane, 2,3-dimethyl butane, 2-methyl pentane, and 3-methyl pentane, with poly(ethylene-co-53 mol% norbornene) ($PEN_{53}$). The pressure-concentration isotherms measured for $PEN_{53}$/n-hexane have maximums that range between 5 and 12 wt% $PEN_{53}$. The cloud-point curves for $PEN_{53}$ all have negative slopes that decrease in pressure with temperatures. The single-phase region of $PEN_{53}$ in n-hexane is larger than the regions in 2,2-dimethyl butane, 2,3-dimethyl butane, 2-methyl pentane, and 3-methyl pentane. The cloud-point curve of $PEN_{53}$ in 2,2-dimethyl butane is located at higher temperatures and pressures than the curve in 2,3-dimethyl butane due to the reduced dispersion interactions with and limited access of 2,2-dimethyl butane to the copolymer. Similar cloud-point behavior is observed for $PEN_{53}$ in 2-methyl pentane and 3-methyl pentane.

• The Korean Journal of Physiology
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• 제20권2호
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• pp.236-248
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• 1986

Alterations of renin-angiotensin system have been suggested as one of the mechanisms increasing arterial blood pressure in experimental and clinical hypertension. But the exact nature of high blood pressure in the early and late phase of renal hypertension is still controversial. To clarify the nature of renin release in both unclipped and clipped kidney of two kidney one clip Goldblatt lypertensive rat, experiments have been done in kidney slices, which were obtained from the rats of 3 and 7 days of operation. Basal rate of renin release was suppressed in unclipped kidney slices compared to clipped kidney Norepinephrine increased renin release from unclipped kidney slices, but not from clipped kidney slices. Suppressions by angiotensin Il and arginine vasopressin of renin release were attenuated in the clipped kidney slices compared to unclipped and sham-operated kidney slices. Increases by verapamil and trifluoperazine of renin release were attenuated in the clipped kidney slices compared to unclipped and sham-operated kidney slices. These results suggest that the negative feedback control mechanism of the renin-angiotensin system by angiotensin Il and arginine vasopressin is attenuated in the clipped kidney of two kidney one clip Goldblatt hypertensive rat, and that one of the altered mechanisms may be caused by certain regulatory changes of intracellular calcium and/or calcium-calmodulin complex in the juxtaglomerular cells.

• International Journal of Fluid Machinery and Systems
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• 제2권4호
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• pp.431-438
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• 2009

A Large Eddy Simulation (LES) of the flow in an inducer is carried out under flow rate oscillations. The present study focuses on the dynamic response of the backflow and the unsteady pressure performance to the flow rate fluctuations under non-cavitation conditions. The amplitude of angular momentum fluctuation evaluated by LES is larger than that evaluated by RANS. However, the phase delay of backflow is nearly the same as RANS calculation. The pressure performance curve exhibits a closed curve caused by the inertia effect associated with the flow rate fluctuations. Compared with simplified one dimensional evaluation of the inertia component, the component obtained by LES is smaller. The negative slope of averaged performance curve becomes larger under unsteady conditions. From the conservations of angular momentum and energy, an expression useful for the evaluation of unsteady pressure rise was obtained. The examination of each term of this expression show that the apparent decrease of inertia effects is caused by the response delay of Euler's head and that the increase of negative slope is caused by the delay of inertial term associated with the delay of backflow response. These results are qualitatively confirmed by experiments.