• Journal of the Korean Geosynthetics Society
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• v.9 no.4
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• pp.75-84
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• 2010

In this study, the long-term performance tests, which have extensibility, creep deformation, installation resistance and durability characteristic, is conducted to apply geosynthetic strip in field. The strength reduction factors using the test results are evaluated in order to calculate long-term design tensile strength. First, the creep deformation was evaluated by both the stepped isothermal method(SIM) and the time-temperature superposition(TTS) method. The creep reduction factor is reasonable to apply 1.6. Second, the result of installation damage test had little damage of yarn, which affected strength of reinforcement. Therefore, it can be analyzed that the installation damage of geosynthetic strip has little effect of long-term design tensile strength. Finally, the durability reduction factor considering chemical, biological and outdoor exposure resistance is reasonable to apply 1.1, which is considered the stability and economic efficiency of reinforced earth wall using geosynthetic strip.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.425-428
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• 2008

To use lightweight aggregate concrete with the structural material, it was need to evaluate property of mechanic and drying shrinkage and creep of the lightweight aggregate concrete, but these weren't. So the purpose of this study which it sees follows the mechanical property of the eco lightweight aggregate concrete according to the water binder ration in the high strength concrete. Eco lightweight aggregate was made with clay and crushed rock in this study. To make experiment, water binder ratio was divided 35% and 39%. And the fresh concrete properties were that slump flow was 500${\pm}$50mm, air contents was 2.0${\pm}$1.0%. It evaluated the hold a drying shrinkage and the creep the effect, it analyzed quality and reliability of the eco lightweight aggregate concrete.

• Proceedings of the Korean Society of Dyers and Finishers Conference
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• 2011.11a
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• pp.45-45
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• 2011

최근 환경과 건강에 대한 관심이 증대되면서, 복합기능을 갖는 다기능성 섬유에 대한 요구가 증대되고 있는 실정이다. 일반적으로 기능성은 마이크로캡슐이나 후가공제를 이용하여 일반 섬유 제품에 적용하고 있다. 마이크로캡슐이나 후가공제가 적용된 일반 섬유제품은 일상생활 속에서의 마찰 및 세탁 등으로 인해 기능 저하가 발생된다. 이러한 문제점을 개선하기 위해 특수 방사 기술을 이용하여 다기능성을 갖는 섬유 제조 기술이 개발되고 있다. 다기능성 섬유소재 및 응용제품은 그 제조 공정성이 우수하고, 염색 가공 등의 후 공정 조건에 의해 기능성 저하를 초래하지 않고, 지속시간이 오래 유지해야하는 조건을 만족해야한다. 이러한 기능성 저하 문제를 해결하고 내구성 향상 및 기능성의 지속 시간을 오래 유지하기 위하여 복합 방사 기술을 이용하여 이형 단면 원사, Sheath-Core 단면 원사 등이 개발되고 있다. 개발된 기능성 원사의 경우 일반 원사와 다른 형태의 염색성을 보일 수 있으며, 염색 온도 및 염색 시간 등 염색 조건이 달라질 수 있다. 본 연구에서는 식물 등에서 추출한 천연 항균 유기물을 마이크로캡슐화하여 이형단면의 심부에 담지된 형태인 Sheath(Nylon: 50%)-Core(PP MB: 50%) 원사의 염색성 평가 시험을 실시하였다. 시험 방법은 Sheath-Core 원사와 일반 Nylon 원사와 염착 거동 시험을 통해 비교해 나타냈고, 염색 전 후의 물성을 비교해보았다. 또한 염색성 평가 시험을 토대로 기능성 원사의 염색 온도와 시간에 따른 색차 비교 시험을 통해 기능성 원사의 염색 조건을 선정하는 시험을 실시하였다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.17 no.6
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• pp.145-152
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• 2013

As a typical construction material, concrete has been used in building all kinds of structures since the late $19^{th}$ century. Although it was recognized to secure durability as long as the regulations on design and construction have been reasonably complied, the trends of life-shortening and deterioration have frequently occurred due to all kinds of the external effects that have been experienced during the procedures of using the structures. To make matters even worse, deterioration of the concrete structures according to deterioration can not be controlled any more. Finally, the reality is that repair and maintenance are necessary in the maintenance aspect of the concrete structure. In this study, CRM(Chemical Resistance of Laminating Reinforcement Method), which had been developed to reinforce the surface of concrete and specially improve chemical resistance performance, has been applied to enhance the existing repairing and maintenance method. Therefore, the result has been drawn with comparison and analysis of the specimens applied with the general repairing and maintenance method and CRM through a variety of durability test in this study. With the result of the test, durability of the specimen applied with CRM has been more improved than the existing repairing and maintenance method, which is judged as because of the laminating effect due to reinforcement of epoxy impregnated of alkali-resistance fiber and double layered fiber reinforced seat.

• Proceedings of the Korean Nuclear Society Conference
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• 2002.05a
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• pp.75.1-75
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• 2002

• Journal of the Korean Recycled Construction Resources Institute
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• v.12 no.1
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• pp.102-109
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• 2024

In order to use limestone powder as a material for concrete, the mechanical and durability characteristics of cement matrices manufactured by varying the substitution rate were evaluated. In general, limestone powder did not contribute to the cement hydration reaction, so as a result of the compressive strength test of cement mortar using it, the compressive strength decreased as the substitution rate increased. However, as a result of evaluating the durability performance of cement mortar using limestone powder, such as chloride ion penetration resistance, carbonation resistance, and chemical attack resistance, small particles of limestone powder showed superior results compared to the unsubstituted control mortar due to the micro-filler effect of filling the fine pores inside the cement matrix. Therefore, limestone powder is expected to be used as an effective method for improving the durability of concrete. In this study, the durability was evaluated by changing the mixing amount of limestone powder to 0 %, 5 %, 10 %, and 15 %, but it is judged that it is necessary to study in more detail the effect on the durability by changing the end and mixing amount of limestone powder to various levels in the future.

• Transactions of the Korean Society of Automotive Engineers
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• v.18 no.1
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• pp.44-50
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• 2010

Durability performance evaluation technology using Virtual Testing Method is a new concept of a vehicle design, which can reduce the automotive components design period and cost. In this paper, the fatigue life of an aluminum knuckle of a passenger car is evaluated using virtual testing method. The flexible multibody dynamic model of a front half car module is generated and solved with service loads which are measured from Belgian roads. Using a multibody dynamic analysis software, the flexible multibody dynamic simulation of a half car model is carried out and the dynamic stress profile of an aluminum knuckle is acquired. The stress profile is exported to a fatigue analysis software and durability performance of an aluminum knuckle is evaluated.

• Transactions of the Korean Society of Automotive Engineers
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• v.6 no.1
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• pp.73-79
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• 1998

For the design and development of the wheel type excavator, the dynamic effects of travelling on the performance of the equipment should be first analyzed and conside- red in the initial design stage. In order to test the durability of the equipment in a short period, th travelling test should be performed over accelerated durability test tracks. which is more severe than general field roads such as city road, paved road, unpaved road and rough road. In this paper, a parametric study is performed in order to determine important design parameters of durability test track of a wheel type excavator. A rigid body model is developed using DADS and dynamic analysis is performed for the equipment travelling over several test roads with different severity. A comparison of test and analysis results is also presented.

• Proceedings of the Korean Society for Agricultural Machinery Conference
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• 2002.07a
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• pp.215-220
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• 2002

마모가 잘 되는 현미기 고무롤러의 단점을 보완하여 작업의 효율화를 위해 내마모성이 높은 재질인 합성우레탄으로 현미기용 롤러를 개발하여 시험하였다. 가. 경도별 합성우레탄의 마모량을 테이버식으로 측정한 결과 경도80$^{\circ}$, 85$^{\circ}$에서 각각 68, 72mg으로 낮게 나타났으나 현미기롤러 재질로 적용하기 위해서는 탈부 요인시험이 요구되었다. 나. 합성우레탄롤러의 적정경도 구명요인시험을 실시한 결과 탈부율 및 동할률이 경도 80$^{\circ}$이상에서 기존의 고무롤러에 비해 동등하거나 우수한 것으로 나타났다. 다. 현장 적용 성능시험결과 고무롤러의 경우 벼 가공량이 300톤/조 이었고, 합성우레탄롤러 경도 85$^{\circ}$의 경우 1,083톤/조로 내구성이 3.6배 큰 것으로 나타났다. 라, 고무롤러의 동할율 증가량은 0.43%인데 비해 합성우레탄롤러는 경도 85$^{\circ}$에서 0.29%로 나타나 현미품위가 향상되었다. 마, 위 결과를 종합하여볼 때 합성우레탄 현미기롤러의 경도는 85$^{\circ}$ 가장 적합한 것으로 나타났다.

• International Journal of Highway Engineering
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• v.13 no.2
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• pp.9-20
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• 2011

Most of domestic expansion joint system was applied by exposed expansion joint system. There are cases where it is damaged by driving. As the result noise and impact happened, and the social cost due to frequent repair works is increasing. So based on the Asphalt Plug Joint(APJ) system that applied in the United States and Europe, new buried expansion joint system was lately developed a system of Buried Folding Lattice Joint(BFLJ) that changed substructure. In this research, we have tested for durability and flexibility performance of buried expansion joint system that based on the type of asphalt mixture. Also we have evaluated for durability of BFLJ system against vehicle load using accelerated pavement testing. As a result of the experiment, the developed BFLJ system gives high flexibility performance and resolves transformation concentration along the joint section more than APJ system. Also it could be seen that the BFLJ system could overcome the disadvantages of APJ and prevent early damage. Because surface deflection of BFLJ system against vehicle load was measured low, and sub system in the buried expansion joint system was not damaged against vehicle load.