• 한국태양에너지학회 논문집
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• 제32권2호
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• pp.42-49
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• 2012

In this article, the author carried out a theoretical study on the application techniques of a new Combined Passive Solar System (hereinafter referred to as the CPSS) of direct gain and trombe walls to get quick morning heating and to prevent afternoon overheating for office building. The numerical model proposed in this study can be used for the performance analysis of the CPSS in the winter and summer. Heating and Cooling loads are analysed for building energy consumption reduction using this numerical model. The results indicate that CPSS in the winter and summer modes could provide profitable conditions for improvement of indoor thermal comfort control and energy saving. consequently, the application of CPSS will not lead to significant reductions in the auxiliary air conditioning demand but also realize the environmentally friendly building.

• Computers and Concrete
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• 제20권1호
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• pp.99-110
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• 2017

Service life assessments which do not include the synergy between mechanical and environmental loading are neglecting a factor that can have a significant impact on structural safety and durability assessment. The degradation of concrete structure is a result of the combined effect of environmental and mechanical factors. In order to make service life design realistic it is necessary to consider both of these factors acting simultaneously. This paper deals with the advanced modelling of concrete carbonation and chloride ingress into concrete using stochastic 1D and 2D models. Widely accepted models incorporated into the new fib Model Code 2010 are extended to include factors that reflect the coupled effects of mechanical and environmental loads on the durability and reliability of reinforced concrete structures. An example of cooling tower degradation by carbonation and an example of a bended reinforced concrete beam kept for several years in salt fog are numerically studied to show the capability of the stochastic approach. The modelled degradation measures are compared with experimental results, leading to good agreement.

• Advances in concrete construction
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• 제7권4호
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• pp.263-275
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• 2019

In the present work, Granulated Blast Furnace Slag (GBFS) and Fly ash (FA) were used as partial replacement of Natural Sand (NS) and Ordinary Portland Cement (OPC) by weight. One control mix, one with GBFS, three with FA and three with GBFS-FA combined mixes were prepared. Replacements were 50% GBFS with NS and 20%, 30% and 40% FA with OPC. Preliminary investigation on development of compressive strength was carried out at 7, 28 and 90 days to ensure sustainability of waste materials in concrete matrix at room temperature. After 90days, thermo-mechanical study was performed on the specimen for a temperature regime of $200^{\circ}-1000^{\circ}C$ followed by furnace cooling. Weight loss, visual inspection along with colour change, residual compressive strength and microstructure analysis were performed to investigate the effect of replacement of GBFS and FA. Although adding waste mineral by-products enhanced the weight loss, their pozzolanicity and formation history at high temperature played a significant role in retaining higher residual compressive strength even up to $800^{\circ}C$. On detail microstructural study, it has been found that addition of FA and GBFS in concrete mix improved the density of concrete by development of extra calcium silicate gel before fire and restricts the development of micro-cracks at high temperature as well. In general, the authors are in favour of combined replacement mix in view of high volume mineral by-products utilization as fire protection.

• 대한건축학회논문집:구조계
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• 제34권5호
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• pp.43-50
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• 2018

The temperature of underground water generally remains constant regardless of the season. therefore, it is possible to get plenty of energy if we use characteristics of underground water for both cooling and heating. This study evaluates efficiency of real size coaxial and U-tube type complex geothermal system which is combined with underground water well. This study also evaluates relative efficiency/adaptability through comparison with existing geothermal systems(vertical closed loop system, open loop system(SCW)). The heat exchange capacity of complex geothermal system according to temperature difference between circulating water and underground water shows very high significance by increasing proportionally. The temperature change of underground water according to injection energy, shows very high linear growth aspect as injection thermal volume heightens. As a result of evaluation of heat exchange volume between complex geothermal system and comparative geothermal system, coaxial type has 26.1 times greater efficiency than comparative vertical closed type and 2.8 times greater efficiency than SCW type. U-tube type has 26.5 tims greater efficiency than comparative vertical closed type and 2.8 times greater than SCW type as well. This means complex geothermal system has extremely outstanding performance.

• Nuclear Engineering and Technology
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• 제55권1호
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• pp.144-155
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• 2023

The core catcher is used as a passive safety system in new generation nuclear power plants to create a space in the containment for the placing and cooling of the molten corium under various severe accidents. This research investigates the role of the core catcher in the VVER-1000 reactor containment system in mitigating the effects of core meltdown under various severe accidents within the context of the Ex-vessel Melt Retention (EVMR) strategy. Hence, a comparison study of three severe accidents is conducted, including Station Black-Out (SBO), SBO combined with the Large Break Loss of Coolant Accident (LB-LOCA), and SBO combined with the Small Break Loss of Coolant Accident (SB-LOCA). Numerical comparative simulations are performed for the aforementioned scenario with and without the EX-vessel core-catcher. The results showed that considering the EX-Vessel core catcher reduces the amount of hydrogen by about 18.2 percent in the case of SBO + LB-LOCA, and hydrogen production decreases by 12.4 percent in the case of SBO + SB-LOCA. Furthermore, in the presence of an EX-Vessel core-catcher, the production of gases such as CO and CO2 for the SBO accident is negligible. It was revealed that the greatest decrease in pressure and temperature of the containment is related to the SBO accident.

• 한국융합학회논문지
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• 제9권11호
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• pp.417-424
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• 2018

본 연구는 중년여성을 대상으로 복합운동과 아사이베리 섭취가 인슐린 및 당화혈색소에 미치는 영향을 알아보는데 목적이 있다. 40-50대 중년여성을 대상으로 아사이베리 섭취군, 아사이베리 섭취+복합운동군, 복합운동군으로 분류하였다. 복합운동은 8주 동안 주 3회, 준비운동과 정리운동을 포함한 60분간 실시하였다. 유산소운동은 HRmax 50-60%으로 20분간 트레드밀 걷기운동을 실시하였으며 저항운동은 1RM기준 50-60% 강도로 20분간 실시하였다. 아사이베리 섭취는 아침과 저녁 식사 전 5g의 아사이베리 파우더를 물에 녹여 섭취하였다. 자료처리는 아사이베리 섭취군, 아사이베리 섭취+복합운동군, 복합운동군의 비교를 위하여 2-way RGRM ANOVA를 실시하였다. 결론적으로 8주간 복합운동과 아사이베리 섭취는 당화혈색소를 개선시키지 못하였다. 향후 보다 장기간의 처치를 하고 섭취량과 섭취방법, 운동강도 등도 철저하게 통제하면서 진행을 한다면 인슐린과 당화혈색소의 보다 명확한 변화 양상을 파악할 수 있을 것으로 생각된다.

• 생물환경조절학회지
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• 제23권4호
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• pp.337-341
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• 2014

본 연구는 냉각코일과 리튬브로마이드 수용액을 활용하여 유리 chamber 내 냉각 및 제습 실험을 수행하였다. 냉각수 온도별 냉각 효과와 리튬브로마이드 수용액의 제습량을 확인하였으며, 이를 동시에 적용하여 실험을 수행하였다. 냉각수 온도별 냉각 실험은 279K, 286K, 293K에서 각각 19K, 13K, 10K 가량 감소되는 경향을 보였다. 냉각수 온도가 낮을수록 높은 냉각 성능을 보였으며, 여름철 상하수도 온도인 293K의 물로도 충분히 작물이 생육하기 좋은 온실 내부온도를 유지할 수 있다고 판단되었다. 또한 리튬브로마이드 수용액을 활용한 제습 실험에서는 약 80%의 외부 습도가 리튬브로마이드 수용액과 결합하여 약 50%로 감소되어 약 30%의 제습량을 보였으며, 이는 시설 내 제습 시스템의 적용에 적합한 물질로 판단된다. 냉각코일과 리튬브로마이드 수용액을 동시에 적용한 실험에서 약 9K의 온도 강하, 15%의 제습량을 나타냈으며, 리튬브로마이드 수용액이 수증기를 흡수하는 과정에서 반응열이 발생하는 것을 확인하였다. 또한, 시뮬레이션을 통해 냉각 실험 결과와 대비 비교한 결과 약 299.7K의 내부 온도를 보여 일치하는 것을 확인하였다. 수분의 제습과정을 거치면서 농도가 낮아진 리튬브로마이드 수용액(희용액)은 수집탱크로 모아 재생부로 이송되어 가열, 수분을 증발시켜 농용액으로 전환된 후 열교환을 거쳐 냉각되어 다시 제습시스템으로 공급되는 시스템을 적용하면 일정량의 리튬브로마이드 수용액만으로 온실 제습을 할 수 있을 것으로 판단된다. 본 실험을 통해 냉각 및 제습이 동시에 가능하다는 것을 확인하였으며, 리튬브로마이드 수용액을 활용하여 실제 온실에 적용된다면 기존 온실에서 사용하고 있는 냉방 및 제습 방법에 비해 에너지 절감을 통한 경제적 효과를 얻을 수 있을 것으로 판단된다. 향후, 제습 부분은 시뮬레이션을 통한 분석 및 실험결과와 대비 검증이 요구되고, Lab scale의 제습 시스템에서 Farm scale의 온실 규모로 확장하여, 추가 변수에 대한 제습 및 냉각 연구가 수행되어야 할 것이다.

• 대한기계학회논문집A
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• 제26권3호
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• pp.479-486
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• 2002

In this study, the progressive inelastic deformation, so called, thermal ratchet phenomenon which can occur in high temperature structures of liquid metal reactor was simulated with thermal ratchet structural test facility and 316L stainless steel test cylinder. The thermal ratchet deformation at the reactor baffle cylinder of the liquid metal reactor can occur due to the moving temperature distribution along the axial direction as the sodium free surface moves up and down under the cyclic heat-up and cool-down transients. The ratchet deformation was measured with the laser displacement sensor and LVDTs after cooling the structural specimen which is heated up to 55$0^{\circ}C$ with steep temperature gradients along the axial direction. The temperature distribution of the test cylinder along the axial direction was measured with 28 channels of thermocouples and was used for the ratchet analysis. The thermal ratchet deformation was analyzed with the constitutive equation of nonlinear combined hardening model which was implemented as ABAQUS user subroutine and the analysis results were compared with those of the test. Thermal ratchet load was applied 9 times and the residual displacement after 9 cycles of thermal load was measured to be 1.79mm. The ratcheting deformation shapes obtained by the analysis with the combined hardening model were in reasonable agreement with those of the structural tests.

• Composites Research
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• 제14권5호
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• pp.1-11
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• 2001

본 논문은 금속복합재료를 반용융상태로 재가열하여 Thixoforming을 하는데 필요한 소재를 제공하기 위한 장비 설계와 제조방법 등에 관한 내용을 소개하고 있다. 장비 설계에서 기지재내에 강화재가 균일하게 분산되도록 하기 위하여 강화재의 연속주입 방법과 강화재의 온도를 제어하는 방법을 소개하고 있다. 일정한 양의 강화재를 기지재료 내에 분산시키는 것은 균일 혼합을 위하여 필요한 기술이다. 또한 분산시 강화재의 수분제거를 위하여 강화재의 온도를 제어하면서 연속적으로 강제분산시키는 것은 균일분산을 위하여 필요하다. 기지재의 초정 $\alpha$의 크기가 강화재의 분산성에 크게 영향을 미치기 때문에 기지재의 초기 온도가 초정$\alpha$의 크기에 미치는 영향 등을 검토하여 복합재료 빌렛트의 제조조건에 이용하였다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 춘계학술대회논문집A
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• pp.243-249
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• 2001

In this study, the progressive inelastic deformation, so called, thermal ratchet phenomenon which can occur in high temperature liquid metal reactor was simulated with thermal ratchet structural test facility and 316L stainless steel test cylinder. The inelastic deformation of the reactor baffle cylinder can occur due to the moving temperature distribution along the axial direction as the hot free surface moves up and down under the cyclic heat-up and cool-down of reactor operations. The ratchet deformations were measured with the laser displacement sensor and LVDTs after cooling the structural specimen which experiences thermal load up to $550^{\circ}$ and the temperature differences of about $500^{\circ}C$. During structural thermal ratchet test, the temperature distribution of the test cylinder along the axial direction was measured from 28 channels of thermocouples and the temperatures were used for the ratchet analysis. The thermal ratchet deformation analysis was performed with the NONSTA code whose constitutive model is nonlinear combined kinematic and isotropic hardening model and the test results were compared with those of the analysis. Thermal ratchet test was carried out with respect to 9 cycles of thermal loading and the maximum residual displacements were measured to be 1.8mm. It was shown that thermal ratchet load can cause a progressive deformation to the reactor structure. The analysis results with the combined hardening model were in reasonable agreement with those of the tests.