• 산업식품공학
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• 제21권4호
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• pp.403-408
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• 2017

양파를 이용하여 식초를 제조하기 위하여 막걸리로부터 분리된 내산성과 내알코올성이 우수하고 산생성능이 높은 Aectoacter orientalis MAK88를 사용하였다. 양파 추출액에 A. orientalis MAK88의 종배양액을 접종하여 초산 발효를 실시하였을 경우, 발효 최적 조건을 조사하였다. 앙파 추출액 중의 초기 에탄올 농도는 5% (v/v)가 최적이었으며, 발효 144시간에서의 산도는 4.31%이었다. 초기 초산 농도는 1% (v/v)가 최적으로 발효 144시간에서의 최종 산도는 5.32%였다. 최적 발효온도는 $28^{\circ}C$로 확인되었다. 양파 착즙액은 통 양파를 $121^{\circ}C$에서 15분간 가열한 뒤 가압 착즙 후 여과한 다음 $121^{\circ}C$에서 15분간 살균하여 제조한 것이 발효에 가장 적합하였으며, 희석하지 않은 착즙 원액을 사용하는 것이 가장 좋았다.

• 한국전기전자재료학회논문지
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• 제35권5호
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• pp.431-438
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• 2022

기능성 소재연구에서 in situ 분석 기법은 외부 자극 (전기장, 자기장, 빛, 등) 또는 주변 환경 (온도, 습도, 압력, 등)과 같이 주어진 자극에 의해 소재의 물리적 특성이 어떻게 활성화/진화되는지 분석하는데 있어서 매우 중요하다. 특히, 전기장 인가에 따른 in situ X-선 회절(XRD) 실험은 다양한 강유전체, 압전체, 전왜 재료의 외부 전기장 인가에 따른 전기-기계적 반응의 기본 원리를 이해하기 위해 광범위하게 활용되었다. 본 튜토리얼 논문에서는 일반 실험실 규모의 XRD 장비를 이용하여 전기장 인가에 따른 in situ XRD 분석의 기본 원리/핵심 개념을 간략하게 소개한다. In situ XRD 측정법은 외부 전기장을 인가하여 구동되는 다양한 전기-기계 재료의 구조적 변형을 체계적으로 식별/모니터링하는 데 매우 유용할 것으로 기대한다.

• Geomechanics and Engineering
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• 제27권5호
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• pp.527-535
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• 2021

The creep characteristics of rock is of great significance for the study of long-term stability of engineering, so it is necessary to carry out indoor creep test and creep model of rock. First of all, in different water-bearing state and different positive pressure conditions, the granite is graded loaded to conduct indoor shear creep test. Through the test, the shear creep characteristics of granite are obtained. According to the test results, the stress-strain isochronous curve is obtained, and then the long-term strength of granite under different conditions is determined. Then, the fractional-order calculus software element is introduced, and it is connected in series with the spring element and the nonlinear viscoplastic body considering the creep acceleration start time to form a nonlinear viscoplastic creep model with fewer elements and fewer parameters. Finally, based on the shear creep test data of granite, using the nonlinear curve fitting of Origin software and Levenberg-Marquardt optimization algorithm, the parameter fitting and comparative analysis of the nonlinear creep model are carried out. The results show that the test data and the model curve have a high degree of fitting, which further explains the rationality and applicability of the established nonlinear visco-elastoplastic creep model. The research in this paper can provide certain reference significance and reference value for the study of nonlinear creep model of rock in the future.

• 한국건설순환자원학회논문집
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• 제10권4호
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• pp.402-410
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• 2022

본 연구에서는 초고성능 강섬유 보강 콘크리트(UHPC)의 재료특성을 고려하기 위해 해석프로그램 LS-DYNA에 있는 CSC모델의 입력상수값 보정기법을 제안하였다. 1축 압축, 3축 압축, 압력-체적 변형률 곡선, 동적증가계수 등 이전 재료단위 실험 연구결과를 기반으로 입력상수값 보정을 수행하였다. 단일요소 해석결과를 실험결과와 비교하여 보정기법의 검증을 수행하였다. 또한, 유한요소모델을 구축하고 충격 및 폭발해석을 수행하여 UHPC 구조물 해석 수행 시 보정된 CSC 모델의 적용 가능성을 확인해보았다.

• Smart Structures and Systems
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• 제29권2호
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• pp.267-278
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• 2022

Pre-stressed concrete circular spun piles are widely used in various infrastructure projects around the world and offer an economical deep foundation system with consistent and superior quality compared to cast in-situ and other concrete piles. Conventional methods for measuring the lateral response of piles have been limited to conventional instrumentation, such as electrical based gauges and pressure transducers. The problem with existing technology is that the sensors are not able to assist in recording the lateral stiffness changes of the pile which varies along the length depending on the distribution of the flexural moments and appearance of tensile cracks. This paper describes a full-scale bending test of a 1-m diameter spun pile of 30 m long and instrumented using advanced fibre optic distributed sensor, known as Brillouin Optical Time Domain Analysis (BOTDA). Optical fibre sensors were embedded inside the concrete during the manufacturing stage and attached on the concrete surface in order to measure the pile's full-length flexural behaviour under the prescribed serviceability and ultimate limit state. The relationship between moments-deflections and bending moments-curvatures are examined with respect to the lateral forces. Tensile cracks were measured and compared with the peak strains observed from BOTDA data which corroborated very well. By analysing the moment-curvature response of the pile, the structure can be represented by two bending stiffness parameters, namely the pre-yield (EI) and post-yield (EI_cr), where the cracks reduce the stiffness property by 89%. The pile deflection profile can be attained from optical fibre data through closed-form solutions, which generally matched with the displacements recorded by Linear Voltage Displacement Transducers (LVDTs).

• Advances in materials Research
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• 제12권3호
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• pp.243-261
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• 2023

This study aims to analyze the mechanical buckling behavior of a single-walled carbon nanotube (SWCNT) integrated with a one-parameter elastic medium and modeled as a Kerr-type foundation under a longitudinal magnetic field. The structure is considered homogeneous and therefore modeled utilizing the nonlocal first shear deformation theory (NL-FSDT). This model targets thin and thick structures and considers the effect of the transverse shear deformation and small-scale effect. The Kerr model describes the elastic matrix, which takes into account the transverse shear strain and normal pressure. Using the nonlocal elastic theory and taking into account the Lorentz magnetic force acquired from Maxwell relations, the stability equation for buckling analysis of a simply supported SWCNT under a longitudinal magnetic field is obtained. Moreover, the mechanical buckling load behavior with respect to the impacts of the magnetic field and the elastic medium parameters considering the nonlocal parameter, the rotary inertia, and transverse shear deformation was examined and discussed. This study showed useful results that can be used for the design of nano-transistors that use the buckling properties of single-wall carbon nanotubes(CNTs) due to the creation of the magnetic field effect.

• 한국미생물학회:학술대회논문집
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• 한국미생물학회 2001년도 추계학술대회
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• pp.39-45
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• 2001

Extremophiles are unique microorganisms that are adapted to survive in ecological niches such as high or low temperatures, extremes of pH, high salt concentrations and high pressure. These unusual microorganisms have unique biochemical features which can be exploited for use in the biotechnological industries. Due to the high biodiversity of extremophilic archaea and bacteria and their existence in various biotopes a variety of biocatalysts with different physicochemical properties have been discovered. The extreme molecular stability of their enzymes, membranes and the synthesis of unique organic compounds and polymers make extremophiles interesting candidates for basic and applied research. Some of the enzymes from extremophiles, especially hyperthermophilic marine microorganisms (growth above $85^{\circ}C$), have already been purified in our laboratory. These include the enzyme systems from Pyrococcus, Pyrodictium, Thermococcus and Thermotoga sp. that are involved in polysacharide modification and protein bioconversion. Only recently, the genome of the thermoalkaliphilic strain. Anaerobranca gottschalkii has been completely sequenced providing a unique resource of novel biocatalysts that are active at high temperature and pH. The gene encoding the branching enzyme from this organism was cloned and expressed in a mesophilic host and finally characterized. A novel glucoamylase was purified from an aerobic archaeon which shows optimal activity at $90^{\circ}C$ and pH 2.0. This thermoacidophilic archaeon Picrophilus oshimae grows optimally at pH 0.7 and $60^{\circ}C$. Furthermore, we were able to detect thermoactive proteases from two anaerobic isolates which are able to hydrolyze feather keratin completely at $80^{\circ}C$ forming amino acids and peptides. In addition, new marine psychrophilic isolates will be presented that are able to secrete enzymes such as lipases, proteases and amylases possessing high activity below the freezing point of water.

• 한국지반공학회논문집
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• 제25권4호
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• pp.77-90
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• 2009

본 연구에서는 다층지반에 관입된 현장타설말뚝 중 강성말뚝을 대상으로 다층지반의 조건에 따른 말뚝의 수평지지력과 수평거동에 대하여 실험적 분석을 실시하였다. 이를 위해 말뚝이 근입되는 지반에 상이한 상대밀도를 갖는 지반층을 구성하였으며, 수평하중-변위량 곡선을 통하여 극한수평지지력을 산정하고 기존의 방법을 적용시켜 산정된 극한수평지지력과 비교하였다. 또한, 말뚝에 부착된 스트레인게이지와 토압센서를 이용하여 다층지반에서의 말뚝의 수평거동에서 발생하는 휨모멘트분포와 극한단위수평지지력분포를 확인하였다. 수평재하시험결과 말뚝의 극한수평지지력은 지반의 상대밀도와 지반층의 구성에 따라 달라지며, 단일지반을 대상으로 제안된 다양한 방법으로 예측된 값에 비하여 상당부분 적게 측정되는 것으로 나타났다. 말뚝의 침모멘트 분포는 다층지반의 조건에 상관없이 유사한 분포 형상을 보였으며, 극한단위수평지지력 분포 형태는 최상층지반과 중간층지반이 동일하고 최하층지반이 상이한 지반에서 다소 달라지는 분포형상을 보였으나, 다른경우에 있어서는 기본적으로 Prasad and Chari(1999)의 극한단위수평지지력 분포형상과 유사한 것으로 나타났다.

• 한국지반공학회논문집
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• 제24권1호
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• pp.25-35
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• 2008

본 연구에서는 불포화토의 역학특성을 해명하기 위하여 4개의 횡변위 계측시스템(proximeter)을 이용하는 방법으로 포화 삼축시험기를 개량하여 불포화 삼축압축시험을 수행하였다. 등방응력조건하에서 다양한 석션을 작용시켜 압축 특성을 검토한 결과, 공시체의 초기 석션 보다 작은 석션을 작용시켰을 경우 흡수에 의한 체적압축(wetting collapse)이 발생함을 알았다. 또한 다양한 석션 레벨 및 구속압에서 삼축압축시험을 수행하여, 불포화토에 미치는 영향을 검토하였다. 그 결과, 초기 석션이 클수록 동일 축변형률에 대한 전단강도가 커지고 체적변형률이 작게 나타났다. 그러나, 구속압에 의한 체적변형률 및 배수량의 변화는 작게 나타났으며, 구속압 보다는 초기 석션에 더 의존하고 있다는 사실을 알았다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2021년도 가을 학술논문 발표대회
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• pp.125-126
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• 2021

In order to improve the housing culture, construction changes for the utilization of diverse and multifunctional spaces are appearing in response to the increasing diverse needs of consumers. Cellular Light-weight Concrete (CLC) is being developed for use in fire-resistant heat-insulating walls and non-bearing walls. However, manufacturing non-uniformity has become a problem as a drawback due to the use of foamed bubbles and normal temperature curing, and additional research is required. Therefore, in order to suppress cracks due to drying shrinkage, silica sand is mixed with CLC to try to understand its characteristics. In the experiment, the compressive strength from 7 to 28 days of age was measured via a constant temperature and humidity chamber, and the drying shrinkage was analyzed according to each condition using a strain gauge. The compressive strength of matrix tends to decrease as the substitution rate of silica sand increases. This is judged by the result derived from the fact that the specific surface area of silica sand is smaller than that of slag. Based on KS F 2701 (ALC block), the compressive strength of 0.6 products is 4.9 MPa or more as a guide, so the maximum replacement rate of silica sand that satisfies this can be seen at 60%. Looking at the change in drying shrinkage for just 7 days, the shrinkage due to temperature change and drying is 0.7 mm, and the possibility of cracking due to shrinkage can be seen, and it seems that continuous improvement and supplementation are needed in the future.