• Magazine of the Korea Concrete Institute
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• v.8 no.4
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• pp.149-159
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• 1996

Recent advances in material technology has accelerated the development of higher strength concretes using lightweight manufactured aggregates.Concretes with these chnractcristics are designable since the reductiun of dead loads and the increase in load capacity can oflix substantial cost reductions. Alt,hough thesc rharackristics are very desirable, very little information is availablc to the structural rivic;~~,cher about the properties of highstrength lightweight concrete. In general, shear strength of reinforced concrete beams is dependent on the compressive strength of concrete. the longitudinal steel ratio, the shear span to the depth ratio and shear reinforcement. In this study. eight single reinforced high strength lightweight concrete beams were tested to investigate their behavior and to determine their ultimate shear strengths.The variables studied in this investigation are shear span to effective depth ratio a/d = 1.5. 2.5, 3.5 and 4.5 : vertical shear reinforcement ratio ${\rho}_8= 0%$ and 1.136%. Test results were analyzed and compared with strengths predicted by ACI code equation. Zsutty's equation. As the results, ACI Eq.(ll-3) and ACI Eq.(ll-6) are conservative for high strength lightweight concrete beam. Also Zsuttyrs Eq. is conservative for beams except short beams. (a/d= 1.5)

• Journal of the Korean Geotechnical Society
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• v.20 no.2
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• pp.97-105
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• 2004

The purpose of this study is to provide the ways of recycling of by-product limes as lightweight fill, backfill materials, and lightweight blocks by performing experimental study. New lightweight fill materials and blocks were devised by mixing by-product lime, weathered granite soil, small pieces of waste EPS, and Portland cement. Physical, geotechnical, and environmental properties of the lightweight mixed soils and blocks were analysed by laboratory experiments for mixed samples manufactured with various mixing ratios. KMS tests were also performed to evaluate the concentration variation of the chemical components of the light weight blocks leachates. It is expected that this study will contribute to resolving the problem of by-product lime disposal as well as to recycling the by-product limes as fill materials and blocks.

• Journal of the Korea Institute of Building Construction
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• v.18 no.3
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• pp.211-218
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• 2018

This study examined the reliability and revision necessity of concrete standard specifications based on the comparisons with test data obtained by using domestic artificial lightweight aggregates and the contents specified in different foreign specifications including ACI 211.2, ACI 213, ACI 301, JASS 5 and CEB-FIP. To achieve the continuous particle distribution of domestic fine lightweight aggregates, the partial addition of natural sand with the maximum size of 2.5mm was required. To control the segregation and excessive bleeding in the fresh lightweight concrete, the current limitations on the water-to-binder ratio and unit water content need to be modified using lower values. In particular, a rational mixture proportion approach of lightweight concrete needs to be established for the targeted requirements of initial slump, 28-day compressive strength, air content and dry unit weight. Ultimately, significant revision of the concrete standard specifications is required considering the characteristics of domestic artificial lightweight aggregates.

• Journal of the Korea institute for structural maintenance and inspection
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• v.24 no.3
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• pp.18-25
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• 2020

The unconfined compressive strength of lightweight treated soils strongly depends on mixing ratio. To characterize the relation between various LTS components and the unconfined compressive strength of LTS, extensive studies have been conducted, proposing normalized factor using regression models based on their experimental results. However, these results obtained from laboratory experiments do not expect consistent prediction accuracy due to complicated relation between materials and mix proportions. In this study, deep neural network model(Deep-LTS), which was based on experimental test results performed on various mixing conditions, was applied to predict the unconfined compressive strength. It was found that the unconfined compressive strength LTS at a given mixing ratio could be resonable estimated using proposed Deep-LTS.

• Journal of the Korean Geotechnical Society
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• v.26 no.9
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• pp.59-69
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• 2010

This study is experimentally investigated for characteristics of lightweight air-trapped soils with uniform quality. Previously, EPS (Expanded PolyStyrene) blocks are often used as lightweight embankment, but many problems such as the level difference and cracks were caused by plastic (creep) deformation. So, a new material development is urgent. By means of alternatives, lightweight air-mixed soil using in-situ soils has been developed and applied to fields. In comparison with EPS block, lightweight air-mixed soil has less plastic (creep) deformation in long period, but the strength characteristics are different according to the soils where they are obtained. Therefore, the quality management of lightweight air-mixed soil is very difficult. Therefore in this study, characteristics of lightweight air-trapped soil using a manufactured sand with uniform quality are investigated. To found out the compression and tensile characteristics of lightweight air-tapped soils, unconfined compression test and splitting tensile test are conducted on the specimens prepared with different unit weight, cement-sand ratio and air-pore.

• Proceedings of the Korean Institute of Industrial Safety Conference
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• 2003.05a
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• pp.360-365
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• 2003

최근 선진국에서 차세대전투기와 고속철도차량 및 자동차 동체 등 경량화를 위해 복합재료의 사용범위가 증가되고 있다. 특히 강화재로서 섬유를 직물구조의 형태를 이용한 직물구조 CFRP 복합재료는 일방향 섬유에 비해 변형능력이나 기계적 특성이 우수하여 철근 콘크리트 구조물의 보강제와 같은 구조물 등에까지 그 사용이 확대되고 있다. 하지만 직물구조 CFRP 복합재료는 내부의 손상형태나 위치를 파악하기가 어렵고 직물구조의 복잡한 강화구조를 가지기 때문에 그 역학적 손상거동과 명확한 파괴거동 해석수법은 확립되어 있지 않다.(중략)

• Journal of the Korean Magnetics Society
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• v.12 no.4
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• pp.160-162
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• 2002

Nd-Fe-B계 영구자석은, 높은 최대에너지적(BHmax)과, Sm-Co계 자석에 비해서 자원면에서도 우위를 차지하고 있기 때문에, 이동통신, 정보통신, 가전 등의 응용기기의 소형경량화, 고성능화에 가장 적합한 영구자석재료이다. 이 재료는, 본드자석과 MQ3의 기본특허를 보유하고 있는 Magnequench, Inc.(이하 MQI로. 표기)와, 소결자석의 기본특허를 갖고있는 스미토모특수금속(이하 SSMC로 표기) 및 License를 보유한 특정의 기업에 의해서만 제조되고 있다. 그러나, 산업발전에 큰 영향을 미치고 중요소재로 성장 발전해온 이 재료의, 최초의 기본특허의 유효기간이 2003년에 만료됨에 따라, 특허에 관한 관심들이 급속히 높아져 가고 있다.

• Proceedings of the Korean Institute of Industrial Safety Conference
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• 2001.11a
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• pp.242-247
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• 2001

Foam Plastics, cellular plastics, expanded plastics, plastic foam 등 여러 가지 이름으로 불리우고 있는 발포플라스틱은 plastic matrix 내에 무수한 cell이 open 형태 혹은 closed 형태로 존재하는 플라스틱 재료이며/sup 1)/ 원료플라스틱 보다 경량성, 열전도성, 충격흡수성 등 제반물성이 우수하여 포장재료, 보온재, 완충재 및 각종 구조재료로써 널리 사용되고 있으며 소재 plastic의 특성에 따라 PE, PP, PVC, PS, ABS 등 다양하게 개발되어 있다.(중략)

• Electrical & Electronic Materials
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• v.9 no.1
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• pp.93-104
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• 1996

연질자성재료는 대부분 직류 및 고주파용 변압기, inductor, 대형 motor, 자기헤드의 자심재료 및 센서등으로 사용되고, 경질자성재료는 주로 motor 및 speaker용으로 사용되며, 자기기록매체재료는 화상, 음성 및 컴퓨터 정보의 기록용으로 사용된다. 특수자성재료로는 microwave용, 전자파 흡수, 열팽창 제어, 기체밀봉등 많은 용도에 이용되고 있다. 최근 국내외에서 수요가 급증하는 첨단 전자기기용 자성재료 시장등이 내구, 내열성 뿐만 아니라 소형화, 경량화 됨에 따라 자성재료의 고성능화를 요구하고 있다. 따라서 본 고에서는 경질자성재료의 개발현황을 살펴보고 자성재료의 고성능화를 위한 연구동향을 생각해 보고자 한다.

• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.367-368
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• 2009

High-rise building in modern society is becoming increasingly necessary to reduce the weight of the building. Accordingly, increased use of lightweight bubble concrete is a trend Porous ceramics (ALC) is the most common, lightweight bubble concrete. And it is by lightweight blocks the same used as building materials. This research is related to the physical characteristics of ALC controlled by particle size and contents of raw materials.