• 대한조선학회지
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• 제26권3호
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• pp.62-70
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• 1989

선체와 같이 복잡 대형 구조물에 대하여 유한요소법 등의 직접구조해석을 통한 최적설계를 수행하는 데에는 반복적인 구조해석으로 인한 막대한 계산량의 처리가 매우 심각한 문제로 대두된다. 본 연구에서는 이러한 반복구조해석에 소요되는 계산시간을 절감하기 위하여 최적구조설계 과정에 기저축소에 의한 재해석기법을 적용하여 보았고, 또한 본 설계기법을 간단한 격자구조물과 실제적인 선체의 최소중량 설계 문제에 적용함으로써 그 유용성과 정도를 확인하였다.

• 한국세라믹학회지
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• 제40권2호
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• pp.146-152
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• 2003

지구온난화의 주요 원인인 $CO_2$를 분해시키기 위하여 Ni-Zn 페라이트와 Mn-Zn 페라이트 코어 제조시 대량으로 배출되는 페라이트 폐기물을 이용하였다. 폐기물 페라이트와 페라이트 코어 완제품인 Ni-Zn 페라이트와 Mn-Zn 페라이트는 5% $H_2$/Ar과의 환원반응에서 14~16wt%가 환원되었다. 환원된 페라이트를 이용한 $CO_2$분해 반응에서는 세 종류의 페라이트 모두 약 11wt%에 해당하는 $CO_2$를 분해하였다. 이 반응에서 $CO_2$는 환원된 페라이트 중 Fe와 FeO치 산화에 의해 분해되었으며. 폐기물 페라이트의 경우 $CO_2$분해 반응 후 스피넬 결정상을 형성하였다. 대량으로 버려지는 폐기물 페라이트를 이용하여 저비용으로 $CO_2$분해가 가능한 폐기물 활용기술을 개발하였다.

• 한국해양공학회지
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• 제28권3호
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• pp.218-226
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• 2014

Since the support structure of an offshore wind turbine has to withstand severe environmental loads such as wind, wave, and seismic loads during its entire service life, the need for a robust and reliable design increases, along with the need for a cost effective design. In addition, a robust and reliable support structure contributes to the high availability of a wind turbine and low maintenance costs. From this point of view, this paper presents a design process that includes design optimization and reliability analysis. First, the jacket structure of the NREL 5-MW offshore wind turbine is optimized to minimize the weight and stresses, while satisfying the design requirements. Second, the reliability of the optimum design is evaluated and compared with that of the initial design. Although the present study results in a new optimum shape for a jacket support structure with reduced weight and increased reliability, the authors suggest that the optimum design has to be accompanied by a reliability analysis during the design process, as well as reliability based design optimization if needed.

• International Journal of Naval Architecture and Ocean Engineering
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• 제11권1호
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• pp.82-96
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• 2019

A semi-submersible structure has been widely used for offshore drilling and production of oil and gas. The small water plane area makes the structure very sensitive to weight increase in terms of payload and stability. Therefore, it is necessary to lighten the substructure from the early design stage. This study aims at an optimization of hull structure based on a sophisticated yield and buckling strength in accordance with classification rules. An in-house strength assessment system is developed to automate the procedure such as a generation of buckling panels, a collection of required panel information, automatic buckling and yield check and so on. The developed system enables an automatic yield and buckling strength check of all panels composing the hull structure at each iteration of the optimization. Design variables are plate thickness and stiffener section profiles. In order to overcome the difficulty of large number of design variables and the computational burden of FE analysis, various methods are proposed. The steepest descent method is selected as the optimization algorithm for an efficient search. For a reduction of the number of design variables and a direct application to practical design, the stiffener section variable is determined by selecting one from a pre-defined standard library. Plate thickness is also discretized at 0.5t interval. The number of FE analysis is reduced by using equations to analytically estimating the stress changes in gradient calculation and line search steps. As an endeavor to robust optimization, the number of design variables to be simultaneously optimized is divided by grouping the scantling variables by the plane. A sequential optimization is performed group by group. As a verification example, a central column of a semi-submersible structure is optimized and compared with a conventional optimization of all design variables at once.

• 한국산학기술학회논문지
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• 제21권2호
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• pp.373-380
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• 2020

고압을 받는 플랜트용 제품 설계 시에 대부분 강건 구조를 지양하다 보면 안전율이 높아지고 중량이 과다 해지는 문제가 있다. 본 논문은 플랜트용 이축 볼밸브 볼의 경량화를 위하여 밸브의 3차원 모델링과 ANSYS를 적용한 유한요소해석으로 응력해석을 수행한 후에, 허용 응력 범위와 설계 변경 제한 조건 내에서 최적화 과정으로 볼의 중량 감소를 달성하였다. 약 22%의 볼 중량이 감소되었고 응력은 증가하였으나 안전계수는 1.25가 되었다. 볼의 일부분에 과도한 응력이 있으나 대부분 재료의 항복응력 허용치 내에 있어 안전한 상태이다. 유동의 흐름을 제어하는 실링 (seal) 역할을 하는 시트 인서트와 시트 링 등 밸브의 3차원 모델에 대한 정적 구조해석으로 응력 값을 확인하여 안전함을 확인하였고, 또한 대칭 구조인 부분에 대해 2차원 단순 모델의 구조해석으로 같은 결과가 도출됨을 확인하였다. 본 연구의 범위는 볼의 중량 감소라 볼의 감소된 치수가 도출되었으며, 주변 부재의 재설계는 (신제품 개발에 해당되어) 본 연구에 고려되지 않는다.

• Journal of Ginseng Research
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• 제37권2호
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• pp.187-193
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• 2013

The effect of Korean red ginseng (KRG) on diabetic renal damage was investigated using streptozotocin (STZ)-induced diabetic rats. The diabetic rats showed loss of body weight gain, and increases in kidney weight and urine volume, whereas the oral administration of KRG at a dose of 100 or 250 mg/kg of body weight per day for 28 d prevented these diabetes-induced physiological abnormalities. Among the kidney function parameters, elevated plasma levels of urea nitrogen and creatinine in diabetic control rats tended to be lowered in KRG-treated rats. In addition, administration of KRG at a dose of 100 mg/kg body weight in the diabetic rats showed significant decreases in serum glucose and tumor necrosis factor-${\alpha}$ (TNF-${\alpha}$), implying that KRG might prevent the pathogenesis of diabetic complications caused by impaired glucose metabolism and oxidative stress. KRG also significantly reduced advanced glycation end product (AGE) formation and secretion from kidney of diabetic rats. Furthermore, KRG decreased the levels of N-(carboxymethyl) lysine and expression of AGE receptor. KRG also reduced the overexpression of cyclooxygenase-2 and inducible nitric oxide synthase in the kidney via deactivation of nuclear factor-kappa B. We also found that KRG prevented STZ-induced destruction of glomerular structure and significantly suppressed high glucose-induced fibronectin production. Taken together, KRG ameliorates abnormalities associated with diabetic nephropathy through suppression of inflammatory pathways activated by TNF-${\alpha}$ and AGEs. These findings indicate that KRG has a beneficial effect on pathological conditions associated with diabetic nephropathy.

• 재활복지공학회논문지
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• 제10권1호
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• pp.65-72
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• 2016

본 논문은 계단 보행 조건에서 작동할 수 있는 능동형 대퇴의지를 설계하고 구조 최적화를 통해 경량화를 진행하는 것을 목적으로 한다. 계단 보행 시 무릎에 걸리는 토크는 일반 보행에 비해 크므로 능동형 상대적으로 큰 토크를 낼 수 있는 동력 시스템이 필요하다. 또한 의지의 무게는 사용자의 착용감과 피로감과 연관이 되므로 의지의 경량화 설계 또한 필수적이다. 계단 보행 시 필요한 토크를 만들어내고 경량화와 소형화 구조를 적용하기 위해 플랫형 BLDC 모터를 사용하였다. 다양한 감속 장치를 이용해 필요 토크를 생성하고 작동각도 및 속도를 만족할 수 있게 감속비를 선정하였다. 구조 및 구동부 설계가 완료된 후 최적화를 통해 구조 경량화를 수행하였다. 계단 보행 시 나타나는 하중 조건을 고려하여 최적화를 수행하였으며, 해석 및 실험을 통해 최적화된 구조의 안정성을 검증하였다. 결과적으로 구조물의 강성은 유지하면서 위상 최적화와 형상 최적화를 통하여 무게를 감량하였으며, 공간 효율이 좋아졌다.

• 화약ㆍ발파
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• 제20권2호
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• pp.21-31
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• 2002

We did bench blasting upon the natural rock which it's uniaxial compressive strength was about $1,420~1,476kgf/\textrm{cm}^2$. This is the results we inferred after measuring, analyzing the ground vibration velocity of the front and back direction from the free face of the bench blasting. We have to induce the square and cube root scaled equation and the general equation to guarantee confidence upon the data when analyzing the measurement data of the test blasting. The variable distance is in reverse proportion to the permitted ground vibration velocity. The shorter is the exploding point to a protection structure, the bigger is the reflection that the direction of the free face experts the ground vibration velocity, The ground vibration velocity front of the free face tends become reduced about 38~46% compare with back of the free face in the range that the permitted ground vibration velocity is 2.0~5.0mm/sec. In case of 2.0mm/sec, when a protection structure is within about 95m, the max. allowable charge weight per delay on positing front of the free face can be more used about 2.61 times than that on positing back of the free face, in case of 3.0mm/sec within about 78m more about 2.38 times, in case of 5.0mm/sec within 60m more about 2.10 times. In case of 2.0~5.0mm/sec when a protection structure is within about 200m front from the free face, the max. allowable charge weight per delay can become about 1.52 times than the case on back to the free face.

• 한국안전학회지
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• 제30권1호
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• pp.60-65
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• 2015

This study is to explore floor impact sound and sound insulation of reinforced concrete structure with void-deck slab system which combines polystyrene void foam and T-shaped steel deck plate. A void-deck slab system can effectively reduce the amount of concrete used and hence the mass of a reinforced concrete slab. Also void slab system has dynamically favorable for bending. Three-bay 2-story building was constructed as a mock up test specimen using void-deck slab system and floor impact sound was measured to valuate sound insulation performance. Light weight floor impact and heavy weight floor impact were investigated. Light weight floor impact pressure levels were 32dB, 28dB, and 29db at representative locations which are $1^{st}$ level in the floor impact sound insulation performance grading system. The heavy-weight floor impact pressure levels were 44dB, 45dB, and 43dB at representative locations which are $2^{nd}$ level in the floor impact sound insulation performance grading system. Therefore void-deck slab system can be used in public housing apartment building in terms of not only effectively reduced construction materials but also floor impact sound insulation.

• 수산해양교육연구
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• 제28권1호
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• pp.83-90
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• 2016

A subtidal marine benthic algal vegetation at Ulleungdo Island, the eastern coast of Korea was investigated to clarify the community structure and vertical distribution by quadrat method at seven stations in May and August 2014. The total number of marine algal species was 148 species composed of the green algae of 12 species, the brown algae of 40 species and the red algae of 96 species. Mean biomass in dry weight was $94.8g\;dry\;weight\;m^{-2}$ in study sites, $98.1g\;dry\;weight\;m^{-2}$ in upper tidal level, and $86.6g\;dry\;weight\;m^{-2}$ in middle level. The R/P and (R+C)/P value reflecting flora characteristic were 1.9 and 2.3, respectively. Three groups produced by cluster analysis, one including sites Neunggeol, Daepung, Jukdo, second including sites Gongam, Ssangjeongcho and the other including sites Gwaneum, Hangnam, showed meaningful difference in similarity (about 40%), each other. The number of marine algal species and biomass in Ulleungdo Island area were markedly reduced comparing that in the previous studies. This result may suggest probably change of algal vegetation in future, considering the physical and chemical pollutions loaded in the coastal marine environment of this area.