• Korean Aquaculture
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• v.14 no.1
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• pp.63-66
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• 2002

담수산 rotifer, Brachionus calyciflorus는 담수어류의 종묘생산시 초기 자어의 먹이생물로 많이 이용되고 있다. 특히, 이 종의 암컷은 수컷에 관계없이 암컷이 난을 생산하는 처녀생식과 수컷과의 교미에 의해 암컷이 수정란(내구란)을 형성하는 유성생식으로 나뉘어진다. 한편, 유성생식에 의해 형성된 내구란은 두터운 2차 난막으로 싸여져 있어 외부환경이 부화에 적합하지 않으면 강한 내구성을 지니고 있어 휴면 상태를 계속 유지한다. 이러한 내구란은 종의 유전적 형질을 효율적으로 보관할 수 있을 뿐만 아니라 대량배양하기 위한 종자 및 수산 생태 독성학의 실험재료로 이용할 수 있다. 또한 내구란은 Artemia cyst처럼 쉽게 부화시켜 자어에 직접 먹이로 공급할 수 있는 장점으로 인해 rotifer 대량배양에서 오는 유해 세균과 원생동물에 의한 자치어의 2차 감염을 방지 할 수 있다. 이처럼 rotifer, B. calyciflorus 내구란은 여러 가지 용도로 이용 가능하기 때문에 내구란을 대량생산할 수 있는 조건을 규명하는 것도 중요하다. 그리고 생산된 내구란을 사용 목적에 따라서 간편하게 이용하기 위해서는 내구란을 제품으로 만드는 것도 매우 중요하다. 따라서 본 내용은 담수산 rotifer 내구란을 상품화하기 위한 방법으로 내구란의 대량생산과 보존방법에 대해서 설명하고자 한다.

• Journal of the Korea Concrete Institute
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• v.25 no.3
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• pp.313-320
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• 2013

In this study, performance of fiber-reinforced polymer-modified mortar was studied for the development of eco-friendly materials for high performance repair and reinforcement. The general cement mortar and eco-friendly UM resin was mixed with a certain percentage for increased durability. To increase the strength of the polymer-modified mortar, PVA fiber, steel fiber and hybrid fiber were added at a constant rate. Hybrid fiber is contains the same percentage of PVA fiber and steel fiber. In order to determine the strength properties of fiber-reinforced polymer-modified mortar, the compressive strength test, the splitting tensile strength test and the flexural strength test were performed. And, in order to determine the durability properties of fiber-reinforced polymer-modified mortar, water absorption test and chemical resistance test were performed. From the experimental results, polymer-modified mortar using UM resin was improved durability. And the tensile strength and flexural strength increased, which were the vulnerability of fiber reinforced polymer-modified mortar. From this study, fiber-reinforced polymer-modified mortar using eco-friendly UM resin can be used to repair and reinforcement for the external exposure of concrete structures to improve the durability.

• Korean Chemical Engineering Research
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• v.60 no.1
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• pp.7-11
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• 2022

In the membrane forming process of a proton exchange membrane fuel cell (PEMFC), drying and annealing heat treatment processes are required for performance and durability. In this study, the optimal annealing temperature for improving the durability of the polymer membrane was studied. It was annealed in the temperature range of 125~175 ℃, and thermal stability and hydrogen permeability were measured as basic data of durability at each annealing temperature. The electrochemical durability was analyzed by Fenton reaction and open circuit voltage (OCV) holding. The annealing temperature of 165 ℃ was the optimal temperature in terms of thermal stability and hydrogen permeability. In the Fenton reaction, the fluorine emission rate of the membrane annealed at 165 ℃ was the lowest, and the lifespan of the membrane annealed at 165 ℃ was the longest in the OCV holding experiment, confirming that 165 ℃ was the optimal temperature for the durability of the polymer membrane.

• Magazine of the Korea Concrete Institute
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• v.8 no.5
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• pp.201-209
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• 1996

Recently, large scale concrete structures exposed to severe environment are increasingly built in various locations. The corrosion may severely affect the durability and service life of such a concrete structure. It is, therefore, necessary to develop durable concrete to enhance the corrosion resistance. The corrosion resistance of concrete can be identified through accelerated corrosion test. The purpose of the present paper is, therefore, to devise a reasonable and accurate method to predict the amount of corrosion of reinforcing steels. The proposed method which is basically based on the concept of Faraday's Law, determines the corroded amount of a rebar according to accelerated corrosion time. The corrosion is accelerated by employing the potentiometric corrosion test arrangement. The effects of admixtures in concrete including fly ash and silica fume have been also studied to explore the relative corrosion resistance of concrete.

• Journal of the Korea institute for structural maintenance and inspection
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• v.28 no.1
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• pp.12-23
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• 2024

In this study, a structural concrete square beam was developed using the centrifugal molding technique. In order to secure the bending stiffness of the cross section, the hollow rate of the cross section was set to 10% or less. Instead of using the current poor mixture of concrete and a concrete mixing ratio with a high slump (150-200) and a design strength of 100 MPa or more was developed and applied. In order to investigate the durability of centrifugally formed PSC square beams to be used as the superstructure of the avalanch tunnel or ramen bridge, the durability performance of ultra-high-strength centrifugally formed concrete with a compressive strength of 100 MPa was evaluated in terms of deterioration and chemical resistance properties.Concrete durability tests, including chloride penetration resistance, accelerated carbonation, sulfate erosion resistance, freeze-thaw resistance, and scaling resistance, were performed on centrifugally formed square beam test specimens produced in 2022 and 2023. Considering the information verified in this study, the durability of centrifugally molded concrete, which has increased watertightness in the later manufacturing stage, was found to be superior to that of general concrete.

• Proceedings of the Korean Society of Fisheries Technology Conference
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• 2001.10a
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• pp.275-276
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• 2001

담수어류의 종묘 생산시 담수산 rotifer, Brachionus calyciflorus는 동물 먹이생물로 많이 이용되고 있다. 특히, 유성생식에 의해 형성된 이종의 내구란은 두터운 2차 난막으로 싸여져 있어 외부환경이 부화에 적합하지 않으면 강한 내구성을 지니고 있어 휴면상태를 계속 유지한다. 이러한 내구란은 종의 유전적 형질을 효율적으로 보관 할 수 있을 뿐만 아니라 대량배양용 seed와 생태 독성학의 실험재료로 이용할 수 있다. 또한 Artemia cyst처럼 쉽게 부화시켜 자어에 직접 공급할 수 있는 장점을 가지고 있다. (중략)

• Journal of Korean Society of Steel Construction
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• v.19 no.1
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• pp.79-86
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• 2007

The corrosion durability of steel bridge coatings, such as organic and metallic coatings, is often evaluated by field exposure tests, but such tests take from several years to decades to complete. As a potential method for fast corrosion testing, accelerated exposure tests were considered in this study. The S6-cycle accelerated exposure test, specified in the Japanese Industrial Standards (JIS K5621), was carried out on uncoated structural steels for 30, 60, 90, 120 and 150 days, and the resultant weight loss was determined. The weight loss was compared with that obtained from previous field exposure tests, and acceleration factors of the S6-cycle test to field exposure test sites were determined. The application of the S6-cycle accelerated exposure tests to field environments was presented based on the acceleration factor and the amount of flying salt.

• Journal of the Korean GEO-environmental Society
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• v.23 no.9
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• pp.17-23
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• 2022

Using cement as a road subbase is economical, easily modified and supplemented and has excellent road pavement quality control. In addition, cement adheres well to sandy soils without adhesion, and it plays a role of permanently preserving adhesion in viscous soils with adhesion, so it can be widely applied as stable treatment with the advantages of increased strength, reduced compressibility. and improved durability. However, while cement is excellent in terms of strength for a road subbase, the material properties mean that it is difficult to maintain and reinforce when cracks or fractures occur due to dry shrinkage, and the pH increases in the ground due to hexavalent chromium eluting from cement. which can cause environmental problems such as groundwater contamination. Therefore, this study evaluates the usability of alternatives in the road base layer such as environmentally cementitious stabilizer and on-site soil generated from the site. We intend to reduce the environmental damage and evaluate the durability. To evaluate the applicability of the site, Environmental stability test and freeze-thaw test and wetting-drying test was conducted to evaluate the strength characteristics of alternative materials on the road through the limited performance evaluation of environmentally cementitious stabilizer. The test ranges were set at mixing ratios of 10%, 20%, and 30% and ages of three days, and 28 days old to evaluate the early strength and reference strength according to the mixing ratio of the environmentally cementitious stabilizer.

• Journal of the Korea Concrete Institute
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• v.22 no.3
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• pp.305-311
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• 2010

The industrial by-product market has increased at a geometric rate worldwide with the rapid economic growth. At present time, conventional disposal methods of industrial by-products in Korea including landfill, incineration and storage already have reached their limits. In this study, the industrial by-products such as fly ash and silicafume were used as mineral admixtures, which are commonly added to concrete mix to inhance the economic efficiency, long-term strength and durability of concrete, to determine the optimized mix proportion of high performance shotcrete. Through the series of tests (compressive strength test, accelerated chloride ion penetration test, measurement of chloride diffusion coefficient). The results of the study showed that the proposed mix proportions satisfied the requirements of domestic as well as international guidelines for shotcrete, with a higher durability than the existing shotcrete.

• Proceedings of the KIEE Conference
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• 2009.07a
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• pp.975_976
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• 2009

본 논문에서는 차량용 배터리의 내구 수명 분석을 위한 효율적인 분석 절차와 프로세스를 제안하였다. 분석 프로세스는 배터리의 내구성을 분석하기 위한 기본적인 배터리 특성을 통해 시험에서 얻어진 파라미터를 구하고 배터리 외부 온도 영향에 따른 내부 전해액의 변화 특성 및 배터리의 내구 수명 특성을 통한 상관관계를 도출할 수 있다. 본 논문에서 필드에서 측정한 데이터를 분석하고 이와 동일한 환경을 실험실에서 모사해 냄으로써 필요한 실험 데이터를 얻어 배터리의 내구 특성을 분석하고 배터리 수명을 예측하였다.