• 한국식품저장유통학회지
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• 제14권5호
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• pp.511-515
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• 2007

Pre-climacteric 단계의 '대석조생' 자두(Prunus salicina L.)를 착색정도 따라 3단계로 구분하여 1-Methylcyclopropene (1-MCP, $1\;{\mu}L\;L^{-1}$ for 24 hours at $10^{\circ}C$)을 처리한 후 $10^{\circ}C$에서 유통시키면서 에틸렌 생성 량, 호흡량 경도, 산도, 색도 변화 등의 품질변화를 관찰하였다. 1-MCP처리에 의한 에틸렌 생성과 호흡량 감소가 모든 숙기에서 유의성이 인정되었다. 또한 1-MCP는 숙기와 관계없이 경도, 산도, 색도를 유지시키고, 가용성 고형물함량에는 아무런 영향을 미치지 않아, 악영향 없이 자두의 품질유지 효과를 나타내었다. 따라서 1-MCP를 적용하면 자두의 유통기간을 연장 할 수 있으므로 수확시기를 늦춰 맛있는 자두를 수확하여 유통시켜 소비자에게 좀더 맛있는 자두를 공급할 수 있을 것으로 예상되었다.

• 생물환경조절학회지
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• 제24권2호
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• pp.79-84
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• 2015

단감을 재배하는 농가에서 저장성을 향상 시킬 수 있는 값싸고 쉬운 방법을 개발하기 위해 본 연구를 수행했다. 농가 관행 LDPE 포장재 내에 동봉할 수 있는 천연소재(대나무활성숯, 왕겨숯, 겔라이트)를 선발하여 상온과 저온환경에서 가용성 고형물 함량, 경도, 식미, 부패도, 연화도의 변화를 1주일 또는 2주일 간격으로 조사하였다. 대나무활성숯을 동봉한 LDPE 포장 방법이 단순 LDPE 포장 방법 보다 저장성 및 품질을 을 좋게 유지하였다. 대나무활성숯을 동봉한 LDPE 포장 방법은 관행 농법 농가와 유기 농법 농가 모두에서 장기 저장 시 그리고 유통 중 온도변화 시 저장성을 향상 시킬수 있는 값싸고, 손쉬운 방법으로 활용할 수 있을 것으로 판단된다.

• 한국산학기술학회논문지
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• 제9권6호
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• pp.1882-1888
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• 2008

1-MCP(1-methylcyclopropene) 처리에 의한 오이 'Baekdadaki'의 수확 후 품질에 관한 연구를 수행하였다. 1-MCP의 농도별 250ppb, 500ppb, 1,000ppb 처리 후 상온과 저온($10^{\circ}C$)으로 나누어 저장하면서 생리적 특성변화 및 호흡율, 에틸렌 발생율을 조사하였다. 물리화학적 특성변화로 생체중과 경도는 상온, 저온 모두 저장 중 감소하였고 1-MCP 처리중에는 저온의 500ppb 에서 가장 적은 감소율을 보였다. 노화의 지표인 과피 b값은 상온괴 저온 모두 1-MCP 250, 1,000ppb에서 가장 높은 증가율을 보였고 저온저장 15일째에 황화와 함께 과실 무름 현상이 나타났다. 오이의 저온저장 15일 동안 1-MCP 500ppb 처리에서 가장 낮은 부패율을 나타내어 상품성을 상대적으로 높게 유지하였다. 호흡율은 1-MCP 250ppb 처리에서 높은 증가율을 보였고, 에틸렌 발생량은 상온 저장된 1,000ppb 에서 저장 6일 동안 가장 높은 증가율을 보였다. 오이 'Baekdadaki' 품종의 수확 후 품질은 1-MCP 500ppb 농도에서 가장 좋은 품질을 유지하였고 여러 농도의 1-MCP 처리에서 에틸렌 생성이 억제되지는 않았다.

• 한국전기전자재료학회논문지
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• 제24권8호
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• pp.627-631
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• 2011

[ $[Li_{0.04}(Na_{0.54}K_{0.46})_{0.96}](Nb_{1-0.04-X}TaxSb_{0.04})O_3$ ]lead-free piezoelectric ceramics have been prepared by normal sintering at $1,100^{\circ}C$ for 5 h. X-ray diffraction analysis indicated that specimens demonstrate orthorhombic symmetry when $Ta\leq5$ mol%. While transforming into tetragonal symmetry when $x\geq20$ mol%. These suggest that the orthorhombic and tetragonal phases co-exist in the ceramics with 5 mol% $cm^3$. As the result of SEM images, the grain growth was decreased with the increase of Ta substitution. The ceramics become 'softening', leading to improvements in $k_p$, $\varepsilon_r$ and $d_{33}$, but a decrease in $Q_m$. Excellent properties of $k_p$= 0.46, $d_{33}$= 293 pC/N, ${\varepsilon}_r$= 1,583 and Tc= $340^{\circ}C$ were obtained when Ta= 15 mol%.

• Applied Biological Chemistry
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• 제32권3호
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• pp.216-221
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• 1989

조리조건이 익혀진 콩의 품질에 미치는 영향을 알아보고저 인스트론을 사용하여 텍스쳐의 변화를 측정하였고 puncture force와 shear force의 측정결과를 사용하여 조리온도를 달리하였을 때의 cooking kinetics를 검토하였다. 관능검사에 의해 알맞게 익혀졌을 때 황색콩의 puncture force는 0.15kg, shear force는 1.2kg/g-soybean으로 나타났으며 활성화에너지 값은 각각 14,540, 21,374 cal/g-mole이었고 z값은 $42.1,\;37.4^{\circ}C$이었다. 이러한 결과로 조리된 콩의 텍스쳐는 침지와 조리 조건에 따라 크게 영향받음을 알 수 있었다.

• 자원리싸이클링
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• 제7권3호
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• pp.27-35
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• 1998

전기로 제강업체에서 생성되는 분진을 매립할 경우 토양 및 수질오염등의 심각한 환경문제를 야기시킬 수 있지만 적절한 처리공정을 거치게 되면 고부가가치를 얻을 수 있는 Fe, Zn, Pb, Cd 등의 원소들이 함유되어 있다. 이에 국내외 제강업체에서는 폐자원의 재자원화 측면 뿐만 아니라 환경오염 억제 차원에서 이러한 전기로 분진중 유가금속의 회수를 위한 처리공정의 개발이 시급히 요구되고 있으나, 현재 전기로 분진의 대부분은 재활용 처리되지 않고 매립되고 있는 실정이다. 따라서, 본 연구에서는 전기로 분진에 함유된 산화철을 Fe로 회수하기 위한 기초자료를 얻고자 실제 전기로 분진의 화학적 조성과 유사한 시료를 제조하여 $1500^{\circ}C$ Ar 분위기 하에서 탄소첨가량 및 연기도의 변화가 슬래그내의 $Fe_2O$ 회수율에 미치는 영향을 조사하였으며 그 결과는 다음과 같다. 합성시료의 고온용융특성 조사에서 탄소환원당량 대비 탄소첨가량이 증가함에 따라 연화점 및 용융점이 증가하였으며 슬래그중 $Fe_2O$의 환원속도는 탄소환원당량대비 탄소첨가량이 100%, 염기도 1.7에서 가장 높았다. 또한 $Fe_2O$의 환원반응차수는 거의 1차반응임을 알 수 있었다.

• Structural Engineering and Mechanics
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• 제81권3호
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• pp.349-365
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• 2022

Steel fibre-reinforced concrete (SFRC) is an emerging class of composite for construction. However, a reliable method to assess the flexural behaviour of SFRC structural member is in lack. An analytical technique is proposed for determining the moment-curvature response of concrete beams reinforced with steel fibres and longitudinal bars (R/SFRC members). The behaviour of the tensile zone of such members is highly complex due to the interaction between the residual (tension softening) stresses of SFRC and the tension stiffening stresses. The current study suggests a transparent and mechanically sound method to combine these two stress concepts. Tension stiffening is modelled by the reinforcement-related approach assuming that the corresponding stresses act in the area of tensile reinforcement. The effect is quantified based on the analogy between the R/SFRC member and the equivalent RC member having identical geometry and materials except fibres. It is assumed that the resultant tension stiffening force for the R/SFRC member can be calculated as for the equivalent RC member providing that the reinforcement strain in the cracked section of these members is the same. The resultant tension stiffening force can be defined from the moment-curvature relation of the equivalent RC member using an inverse technique. The residual stress is calculated using an existing model that eliminates the need for dedicated mechanical testing. The proposed analytical technique was validated against test data of R/SFRC beams and slabs.

• Steel and Composite Structures
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• 제44권2호
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• pp.155-169
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• 2022

In the present paper an analytical model was developed to study the non-linear vibrations of Functionally Graded Carbon Nanotube (FG-CNT) reinforced doubly-curved shallow shells using the Multiple Scales Method (MSM). The nonlinear partial differential equations of motion are based on the FGM shallow shell hypothesis, the non-linear geometric Von-Karman relationships, and the Galerkin method to reduce the partial differential equations associated with simply supported boundary conditions. The novelty of the present model is the simultaneous prediction of the natural frequencies and their mode shapes versus different curvatures (cylindrical, spherical, conical, and plate) and the different types of FG-CNTs. In addition to combining the vibration analysis with optimization algorithms based on the genetic algorithm, a design optimization methode was developed to maximize the natural frequencies. By considering the expression of the non-dimensional frequency as an objective optimization function, a genetic algorithm program was developed by valuing the mechanical properties, the geometric properties and the FG-CNT configuration of shallow double curvature shells. The results obtained show that the curvature, the volume fraction and the types of NTC distribution have considerable effects on the variation of the Dimensionless Fundamental Linear Frequency (DFLF). The frequency response of the shallow shells of the FG-CNTRC showed two types of nonlinear hardening and softening which are strongly influenced by the change in the fundamental vibration mode. In GA optimization, the mechanical properties and geometric properties in the transverse direction, the volume fraction, and types of distribution of CNTs have a considerable effect on the fundamental frequencies of shallow double-curvature shells. Where the difference between optimized and not optimized DFLF can reach 13.26%.

• Geomechanics and Engineering
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• 제34권4호
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• pp.409-424
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• 2023

Response of the pipeline crossing fault is considered as the large strain problem. Proper estimation of the pipeline response plays important role in mitigation studies. In this study, an advanced continuum modeling including material non-linearity in large strain deformations, hardening/softening soil behavior and soil-pipeline interaction is applied. Through the application of a fully nonlinear analysis based on an explicit finite difference method, the mechanics of the pipeline behavior and its interaction with soil under large strains is presented in more detail. To make the results useful in oil and gas engineering works, a continuous pipeline of two steel grades buried in two clayey soil types with four different crossing angles of 30°, 45°, 70° and 90° with respect to the pipeline axis have been considered. The results are presented as the fault movement corresponding to different damage limit states. It was seen that the maximum affected pipeline length is about 20 meters for the studied conditions. Also, the affected length around the fault cutting plane is asymmetric with about 35% and 65% at the fault moving and stationary block, respectively. Local buckling is the dominant damage state for greater crossing angle of 90° with the fault displacement varying from 0.4 m to 0.55 m. While the tensile strain limit is the main damage state at the crossing angles of 70° and 45°, the cross-sectional flattening limit becomes the main damage state at the smaller 30° crossing angles. Compared to the stiff clayey soil, the fault movement resulting 3% tensile strain limit reach up to 40% in soft clayey soil. Also, it was seen that the effect of the pipeline internal pressure reaches up to about 40% compared to non-pressurized condition for some cases.

• Geomechanics and Engineering
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• 제36권1호
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• pp.39-50
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• 2024

Bitumen and high-quality subangular aggregates, the two principal materials used for asphalt concrete construction, are finite and expensive materials. The general availability of crumb rubber and naturally occurring aggregates of different shapes, especially flat and elongated shapes, indicates that they are feasible alternative materials for expanding the volume of bitumen and utilizing a wider range of aggregate shapes for the development of asphalt concrete, with an associated environmental benefit. The study investigated the effect of adding up to 15% crumb rubber and aggregates sorted into different groups, i.e., rounded, elongated, flat, and their combinations, on the rheological and mechanical properties and durability of 50/70 of hot-mix asphalt pavement. The addition of crumb rubber decreased ductility and penetration but increased the softening point. For a 5.5% bitumen content, asphalt concrete briquettes consisting of 7% crumb rubber and three types of aggregate shapes, i.e., 100% rounded, a mix of 75% rounded and 25% elongated, and a mix of 75% rounded, 15% elongated and 10% flat, were associated with high Marshall stability and indirect tensile strength as well as low lateral deformation due to their high solidity and moderate angularity ratio. Also, the addition of 7% crumb rubber resulted in a significant improvement in the tensile strength ratio and rebound strain of briquettes consisting of 75% rounded and 25% elongated aggregates and those with 75% rounded, 15% elongated and 10% flat aggregates. In relation to the parameters investigated, the three groups of briquettes met some of the local (South Africa) requirements for the surface course and base course of low traffic volume roads.