• 한국가축번식학회지
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• 제15권1호
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• pp.49-57
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• 1991

생쥐 수정란의 동결보존법을 개선하고자 유리화 동결과정에서 제1보존액에서의 평형시간, 제2보존액에서의 전냉각 여부 및 straw loading 방법에 따른 동결보존 후 수정란의 생존율을 조사하고, 또한 유리화 동결보존 과정에서 수정란의 부분적인 손상 여부를 확인하기 위하여 동결보존 후 배양하여 수정란의 할구수를 Hoechst 33342로 염색하여 조사하였던 바 그 결과는 다음과 같다. 1. 동결융해 후 생존율은 Medium-1에서 10분간 평형시간을 준 경우(81.0%)는 5분간(40.0%) 및 15분간(74.1%)의 평형시간을 준 경우보다 유의적(P<0.05)으로 높았다. 2. Double Medium-2 column방법으로 얻은 생존율(81.0%)은 single Medium-2 column방법으로 얻은 생존율(62.8%)보다 유의적(P<0.01)으로 높았다. 그리고 Double Medium-2 column방법에서는 유리화 용액이 희석액에 오염되지 않아 순수하게 투명한 유리화를 이룰 수 있었다. 3. 전냉각을 않은 경우에 비하여 전냉각한 Medium-2로 동결한 수정란은 생존율에 있어서 다소 높은 성적을 보였으나 유의적인 효과는 없었다. 4. 상실배기의 수정란을 24~28시간동안 배양하여 얻은 후기 배반포를 Hoechst 33342로 염색하여 할구수를 조사하였던 바 신선란(53.3${\pm}$1.6)보다 동결란(41.4${\pm}$1.5)에서 유의적(P<0.05)으로할구수가 적었다. 이는 동결융해 과정에서의 부분적인 손상에 의하였던 것으로 사료된다.

• 한국자동차공학회논문집
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• 제17권4호
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• pp.118-125
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• 2009

Bumper is designed to protect the automotive frame without damage at low velocity. Expanded polypropylene (EPP) foam is used in the bumper as an energy absorbing material. In order to exactly predict the energy absorbing performance of the foam material under impact loading condition, it is important to use high strain rate material properties. In this study, a new apparatus for dynamic compression tests was developed to investigate the high strain rate behavior of EPP foams. Three kinds of EPP foams which have different expansion ratios were tested to investigate the quasi-static and dynamic compression behavior. Quasi-static compressions were performed at low strain rates of 0.001/s, 0.1/s and 1/s. The dynamic compressions were carried out at high strain rates of 50/s and 100/s with the developed apparatus. It was observed that the EPP foam has significant strain rate effect as compared to quasi-static behavior.

• 한국물환경학회지
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• 제23권5호
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• pp.776-780
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• 2007

A biofilm reactor packed with porous media was investigated for nitrogen removal of synthetic wastewater. The effect of different loading rates on the nitrification was sustained to be steady state with stable efficiency of 50~60% in the range of $0.0083{\sim}0.017gNH_4-N/gMLVSS{\cdot}day$ of F/MN ratio and $1{\sim}2kgNH_4-N/m^3{\cdot}day$ of media volumetric loading rate. However, nitrification efficiency was rapidly decreased to 25~30% as F/MN ratio and media volumetric loading rate were increased to the range of $0.025{\sim}0.034gNH_4-N/gMLVSS{\cdot}day$ and $3{\sim}4kgNH_4-N/m^3{\cdot}day$, respectively. Also the consumption rate of alkalinity was higher under 8 hours of HRT than unter 6 hours of HRT. Accordingly the influent loading rate variation by detention time with influent flow influenced more on the nitrification efficiency than the influent loading rate variation by the influent concentration did. The temperature effect on the nitrification showed 25% higher in summer than in winter as the results reported by other researchers who reported that the nitrification efficiency in biofilm showed 20% increase from 55% to 75% when the temperature was raised from $20^{\circ}C$ to $25^{\circ}C$. Denitrification with sulfur-media showed 90% removal efficiency under steady-state with no effect from the increase of influent concentration and empty bed contact time (EBCT) change such as EBCT was decreased from 8.4 hr to 4.3 hr and $NO_3-N$ loading rate was changed within the range of $0.1{\sim}0.4kgNO^3-N/m^3{\cdot}day$. Accordingly Denitrification with sulfur-media is feasible for post denitrification at the concentration less than $80mgNO^3-N/L$.

• 한국산학기술학회논문지
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• 제22권5호
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• pp.81-88
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• 2021

최근 지진 빈도 증가로 구조물 건전도 모니터링 (SHM: Structural Health Monitoring, 이하 SHM) 시스템에 대한 관심이 증가하고 있다. Smart concrete는 전기-역학적 거동을 바탕으로 구조물 상태를 분석할 수 있는 기술이다. 하지만 콘크리트 구조물은 지진 시 정적 변형률 또는 하중 속도 보다 10배 이상 빠른 하중 속도가 작용하나 기존 연구 대부분은 정적 하중 속도에서의 감지 능력을 주로 조사하고 있다. 본 연구는 지진과 같이 높은 하중 속도에서 자가 응력감지 능력을 평가하기 위해 만능재료시험기 (UTM: Universal Testing Machine, 이하 UTM)를 사용하여 3가지 하중 재하 속도 (1, 4, 8 mm/min) 하에서 Smart Ultra High Performance Concrete (S-UHPC)의 전기-역학적 거동을 측정하였다. S-UHPC의 최대 압축 하중에서 Stress sensitive Coefficient (SC)는 1 mm/min 하중 속도 기준 -0.140%/MPa로 측정되었으나, 하중 속도가 각각 4, 8 mm/min으로 증가함에 따라 42.8 %, 72.7% 감소하였다. 전도성 재료의 변형 감소, 미세균열 증가로 인하여 S-UHPC의 감지능력이 하중속도 증가에 따라 감소하였지만, 그럼에도 불구하고 높은 하중 속도 하에서도 우수한 감지 성능을 보여 구조물 지진 하중 감지를 위한 SHM 시스템에 활용 가능함을 확인하였다.

• 한국대기환경학회지
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• 제25권6호
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• pp.503-511
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• 2009

VOC mixture was fed to a trickle bed air biofilter (TBAB) with step-change in influent mixture concentrations from 50 ppmv to 1,000 ppmv, corresponding to loadings of $5.7\;g/m^3/hr$ to $114.1\;g/m^3/hr$. VOC mixture was an equimolar ratio of two aromatic VOCs, i.e., toluene and styrene, and two oxygenated VOCs, i.e., methyl ethyl ketone (MEK) and methyl isobutyl ketone (MIBK). The TBAB system employed backwashing as biomass control. The experimental results showed that a critical loading rate for VOC mixture removal was determined to be about $60\;g/m^3/hr$, and critical loading rates for individual VOCs in the mixture were different. Specifically, toluene content in the mixture played a major role in the biofilter overall performance. As VOC mixture was fed beyond the critical loading rate, reacclimation of the biofilter to reach the 99% removal efficiency following backwashing was delayed, which was a critical factor in the biofilter performance. In the mass balance analysis, 63.8% of the carbon equivalent in VOCs removal was used for $CO_2$ production during the experimental runs. The 82.6% nitrogen utilized in the biofilter was contributed to microbial cell synthesis. The obtained results were compared against consistently high efficient performance of TBAB for VOC mixture by employing backwashing as biomass control.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1994년도 봄 학술발표회 논문집
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• pp.181-188
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• 1994

Generally, the structural material shows rate dependent behaviors, which require to constitute different strain-stress relations according to strain rates. Conventional rate- independent constitutive equations used in general purpose finite analysis programs are inadequate for dynamic finite strain problems. In this paper, a rate dependent constitutive equation for elastic-plastic material was developed. The plastic stretch rate was modeled based on slip model with dislocation velocity and density so that there is no yielding condition, and no loading conditions. Non-linear hardening rule was also introduced for finite strain. Material constants of present constitutive equation were determined by experimental data of mild steel. The constitutive equation was applied to uniaxile tension. It was appeared that the present constitutive equation well simulates rate dependent behaviors of mild steel.

• 한국농공학회논문집
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• 제47권7호
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• pp.49-56
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• 2005

Contamination in the drainage channels and creeks with pesticides used in agriculture is of a major concern in many countries. In this study the stream pesticide model RIVWQ (chemical transport model for riverine environments) was assessed for its applicability in simulating pesticide fate in drainage channels. The model was successfully calibrated against field data collected on flows and pesticide concentrations for a drainage channel from a small catchment in the Murrumbidgee Irrigation Area of southwestern New South Wales. The effects of different pesticide loading scenarios from farm fields on channel water quality were analysed by the calibrated model. The model simulated the flow rates and the pesticide concentrations in the drainage channel well. The results of the model simulation suggest that the RIVWQ model can be effectively used for predicting pesticide fate in the drainage channels and exposure assessment of pesticide in the agricultural environment.

• 터널과지하공간
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• 제7권3호
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• pp.221-229
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• 1997

Disc-type and ring-type specimens of four different materials were tested to investigate the tensile characteristics and their brief results are presented. Materials tested were marble, granite, cement mortar and plaster. Unizxial tensile strengths are compared with Brazilian and ring test strengths. It was found that Brazilian strengths were usually greater than uniaxial tensile strengths and affected by loading rates. In the ring tests, tensile strengths were generally found to be decreased as relative hole radius being increased. Ring test strengths, however, converged to some value in r$\geq$0.45 of marble, r$\geqq$0.29 of cement mortar and r$\leq$0.5 of plaster specimens. In such range of r, furthermore, transverse cracking of specimens were observed.

• 한국농공학회:학술대회논문집
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• 한국농공학회 2002년도 학술발표회 발표논문집
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• pp.445-448
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• 2002

In this study, we investigated concentrations and loads of nutrients in the paddy plots with conventional and environmental farming method. For two experimental plot, type of fertilizer for basal dressing was different but total applied fertilizer rates was almost identical. The nutrient concentrations in irrigation and percolated water were almost constant, while the ponded water significantly increased after fertilizer application. The nutrient concentrations in ponded water at long distance from inlet was higher than those at short distance due to longer detention time.

• 소성∙가공
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• 제20권8호
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• pp.595-600
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• 2011

This paper investigates the effect of strain rate on the anisotropic deformation behavior of advanced high strength steel sheets. Uniaxial tensile tests were carried out on TRIP590 and DP780 steel sheets at strain rates ranging from 0.001/sec to 100/sec to determine yield stresses and r-values at various loading angles from the reference rolling direction. R-values were determined by the digital image correlation technique. Hill48 and Yld2000-2d yield functions were tested for their capability to describe the plastic deformation anisotropy of the materials. Initial yield loci were constructed using the Yld2000-2d yield function, which adequately described the anisotropic behavior of the materials. The shape of the initial yield loci was found to change with different strain rate, and the anisotropic behavior decreased with increasing strain rate.