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고속 변형률속도 효과를 고려한 폭발하중을 받는 보강형 방폭벽 구조의 동적 특성
김규동,노명현,이재익,이상열,Kim, Gyu Dong,Noh, Myung Hyun,Lee, Jae Yik,Lee, Sang Youl 한국강구조학회 2016 韓國鋼構造學會 論文集 Vol.28 No.2
본 연구는 폭발하중을 받는 보강판으로 구성된 방폭벽 구조에 대하여 유한요소 동적해석을 수행하였다. 수치 시뮬레이션은 서로 다른 재료로 구성된 경우에 대하여 비교 검증하였으며, 폭발 시뮬레이션 데이터를 기반으로 폭발하중에 대한 방폭벽의 동적거동을 상세 규명하였다. 충격흡수력이 좋은 고망간 강재로 구성된 방폭벽의 경우 충격에 대한 성능이 상대적으로 우수한 것으로 나타났다. 본 연구에서는 LS-DYNA 프로그램을 적용하여 유한요소 충격해석을 수행하였으며, 고속 변형률 속도 효과를 추가로 고려하여 고망간 강재로 보강된 방폭벽에 대하여 확장하였다. 다양한 매개변수를 적용한 수치해석 결과는 폭발 시뮬레이션으로부터 보강된 방폭벽 구조의 동적 효과를 비교 분석하여 서로 다른 재료의 적용효과를 보여준다. A finite element dynamic simulation is performed to gain an insight about the stiffened blast wall structures subjected to blast loading. The simulation was verified using qualitative and quantitative comparisons for different materials. Based on in-depth examination of blast simulation recordings, dynamic behaviors occurred in the blast wall against the explosion are determined. Subsequent simulation results present that the blast wall made of the high performance steel performs much better in the shock absorption. In this paper, the existing finite element shock analysis using the LS-DYNA program is further extended to study the dynamic response of the stiffened blast wall made of the high-performance steel considering high strain-rate effects. The numerical results for various parameters were verified by comparing different material models with dynamic effects occurred in the stiffened blast wall from the explosive simulation.
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Effect of prokinetics on the gastrointestinal transit of a capsule endoscope in healthy 4 beagles
김규동,송중현,유도현,이희천,김용주,안수진,정동인 충북대학교 동물의학연구소 2019 Journal of Biomedical and Translational Research Vol.20 No.2
This study investigated the prokinetic effect of metoclopramide and mirtazapine on gastric transit time (GTT), small bowel transit time (SBTT) and gastrointestinal transit time (GITT) during capsule endoscopy in four healthy beagle dogs. Four beagle dogs participated in the experiment as four groups at intervals of more than three days as the following: Control group 1 (capsule alone), Control group 2 (capsule alone), Metoclopramide administered group (metoclopramide + capsule) and Mirtazapine administered group (mirtazapine + capsule). The results of this study demonstrated there was no significant difference in GTT ([min] control group 1: 105 ± 90, control group 2: 172.5 ± 102 vs metoclopramide administered group: 247.5 ± 93, p = 0.07, 0.10) and SBTT ([min] control group 1: 120 ± 88, control group 2: 75 ± 39 vs metoclopramide administered group: 37.5 ± 15, p = 0.20, 0.18) for capsule only administered groups (control group 1 & 2) compared to metoclopramide administered group. In addition, there was no significant difference in GTT ([min] control group 1: 105 ± 90, control group 2: 172.5 ± 102 vs mirtazapine administered group: 127.5 ± 45, p = 0.56, 0.36) and SBTT ([min] control group 1: 120 ± 88, control group 2: 75 ± 39 vs mirtazapine administered group: 157.5 ± 38, p = 0.29, 0.07) between capsule only administered groups (control group 1 & 2) and mirtazapine administered group. In this study, the fact that metoclopramide might be ineffective and administration of mirtazapine might be inadequate in dogs were confirmed.
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초고층 구조물 시공을 위한 고성능 콘크리트의 펌프압송 기술에 관한 실험적 연구
김규동,한천구 한국건축시공학회 2015 한국건축시공학회지 Vol.15 No.4
In this study, high performance concrete of C60 and C80 were applied to a super tall building and those hadsatisfactory properties of fresh and hardened concrete to the requirements even changes according to time. Especiallythe evaluation and analysis of the relation of the rheological properties and puMPability of high performance concrete,C60-14 which was applied to the height of from 500m to 575m in the building, was carried out bymeasuring pumpingpressure and pumping speed, testing concrete properties at before and after pumping. As results, themax. pumpingpressure showed increase of 5% at every 25m higher pumping and the average pumping speed showed the above 25㎥per hour whichmeans proper productivity. Additionally it was verified that the loss of slump flow after pumping wasincreased according to plastic viscosity values and the increment of temperature through concrete pumping. 본 연구에서는 초고층 구조물 시공시, 적용되는 규격별고성능 콘크리트의 특성을 평가하고 60MPa의 고성능 콘크리트를 대상으로 높이가 500m부터 575m인 지점까지 압송계측 결과를 근거로 하여 압송성능과 고성능 콘크리트의 유동특성의 상관관계를 분석하였다. 분석 결과, 각 규격별 굳지 않은 콘크리트의 물성과 재령 12시간의 초기강도 및 기준재령에서의 압축강도 및 탄성계수는 모두 품질기준을 만족함이 확인되었다. 또한, 높이별 최대 압송압력은 약 5% 정도씩 증가하였으며, 시간당 토출량도 최소 25m3를 만족하는것으로 나타났다. 펌프압송 후 콘크리트의 온도증가와 압송전의 콘크리트 소성점도의 크기에 따라 슬럼프 플로우의 손실이 증가됨을 확인할 수 있었다.
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김규동,최영균,김희준,곽종운,정태학 대한상하수도학회 2002 상하수도학회지 Vol.16 No.5
An Experimental study was conducted for the removal of algae using various inorganic coagulants. Cultivation of algae, investigation of turbidity and chlorophyll-a removal efficiency according to the dosage of coagulants were conducted in series using a jar-tester in this study. Alum, PAC (Polyaluminum chloride), PAC-2 (Concentrated Polyaluminum chloride), PAC-Ca (PAC with Ca), PFC (Polyferricchloride) and PACS (Polyaluminum chlorinate silicate) with various SiO_2 content were used as coagulants. Algae grew up to about 1,500㎍ chlorophyll-a/l in 30 days. Cultivated algae was diluted to 150㎍ chlorophyll-a/l for the laboratory experiment. Decrease of pH was the lowest when PACS-5 was used as a coagulant, while it was the highest when PAC was used. Host of the coagulants showed high turbidity removal rate when the dosage was 1-3 mg Al/l. PFC showed stable turbidity removal efficiency and 80% of removal efficiency could be obtained when the dosage was 1.34 mg Fe/l. Among the coagulants, PACSs showed relatively higher removal efficiency of chlorophyll-a and it was the highest when PACS-5 was used. It means that inorganic coagulant including silicate is more advantageous in the removal of algae, and appropriate content of silicate on the basis of molar ratio of Al to Si is an important factor affecting the stability and settleability of the alum floc.
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충격하중을 받는 복합소재 적층 판구조의 비선형 동적 해석
김규동,노명현,이상열 한국복합신소재구조학회 2015 복합신소재구조학회 학술발표회 Vol.2015 No.04
In this study, we performed non-elastic dynamic analyses using LS-DYNA for plate structures made of laminated composite materials. It was used mat_59_composite_failure_shell_model providing from LS-DYNA as material model of composite material The material which is applied in the analysis as CFRP and GFRP, were compared by performing the dynamic analysis in accordance with various layup sequences. Numerical results show structural resistance against impact loading for different materials. In addition, The significance of the layup sequence in analyzing composite structures under impact loading is enunciated in this paper
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