• Journal of the Korean Wood Science and Technology
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• v.31 no.5
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• pp.35-42
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• 2003

This study was conducted to estimate peeling and vapor adsorption properties made with fabric glass fiber reinforced laminated timber according to our earlier report(Jung et al., 2002). In adsorption peeling test, three all types solid wood were not appeared the peeling. However, solid wood appeared to the peeling in boiling peeling test except for control wood. Vapor adsorption test was performed at 40℃, 90% relative humidity for 48 hours. Cross sections were not different all solid wood. Radial section and tangential section with glass fiber were delayed vapor adsorption compared to control wood. In anisotropy of vapor adsorption, solid wood with glass fiber were small values.

• Proceedings of the Korea Concrete Institute Conference
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• 1993.10a
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• pp.213-219
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• 1993

The box girder was developed using polymer concrete, box girder were made for flexural behavior evaluation. The box girder was reinforced with reinforcing steel bars and fiber glass roving cloths. Failure loads were 13.5 tons and 16.6tons for steel reinforced girder and fiber glass reinforced girder, respectively. Especially for the fiber glass reinforced girder, the shape was not changed even after failure. It is expected that application of this idea will be useful for developing under ground box, girder, utility tunnel, small stream bridge box, etc.

• Proceedings of the Korean Society For Composite Materials Conference
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• 1999.11a
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• pp.189-193
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• 1999

Glass fiber의 국내ㆍ외 현황은 최종 용도에 따라 여러 가지 유리섬유를 선별, 적절히 그의 물성을 이용하는데 있으며 아울러 꾸준히 이용도를 넓히고 개척하는데 있다고 할 수 있다. 따라서 유리섬유의 종류도 최고 10여가지가 개발되어 사용하고 있는데 국내는 아직 E-glass fiber만 생산하고 있는 실정이다. 이런 이유는 여러 가지가 있겠지만 시장성 및 활용도가 외국에 미치지 못해 섬유 종류의 다변화가 요구되지 못하며 방사기술의 낙후성도 문제가 있지 않나 추론하고 있다. 특히 spinning system 차이로 인해 현재는 multi-PCB용 유리섬유는 전량 수입하고 있는 실정이다. (중략)

• Proceedings of the Korean Society of Machine Tool Engineers Conference
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• 1999.10a
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• pp.377-380
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• 1999

The experimental investigating is mainly focused on the hole machining characteristics of glass fiber reinforced polyester at different surface conditions, cutting conditions and machining methods. The entrance and exit surface holes of the glass fiber reinforced polyester is observed and the surface photographs of drilled holes is showed. The cutting force is also measured.

• Proceedings of the Korea Concrete Institute Conference
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• 2005.05a
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• pp.359-362
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• 2005

Self diagnosis monitoring system is defined as concrete structural carbon and glass hybrid fiber materials, in response to the change in external disturbance and environments, toward structural safety and serviceability as well as the extension of structural service life. In this study, carbon and glass hybrid fiber materials were investigated fundamentally for the applicability of self diagnosis in smart concrete structural system as embedded functions of sensors.

• Proceedings of the Korean Fiber Society Conference
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• 2001.10a
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• pp.413-416
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• 2001

여러 가지 기능성 섬유나 섬유복합재료에서는 가공성이나 계면접착성 향상 및 응용성을 높이기 위하여 섬유 표면을 개질하여 사용하는 경우가 많다. 지금까지 연구된 섬유의 표면개질 방법으로는 화학적 처리방법, 광화학적 방법, 플라즈마 처리법 등이 개발되어 있다. 화학적 방법은 장비가 간단한 장점이 있지만 사용 약품이 대부분 강한 독성을 지니고 있어서 작업 및 환경오염에 큰 문제점이 있고, 광화학적 방법은 radiation 에너지가 커야 하고 광에너지의 차폐 문제가 있다. (중략)

• Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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• 1988.10a
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• pp.43-45
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• 1988

This paper deals with the effect amino silane coupling agent for the composite insulating material (GFRP). Three kinds of coupling agent treatments are studied, that is treatment on glass fiber, epoxy resin and both glass fiber and epoxy resin. The result shows that the optimum electrical and mechanical properties is obtained for the sample treated on the glass fiber with 0.3% amino silane water solution.

• Steel and Composite Structures
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• v.22 no.1
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• pp.13-24
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• 2016

In the present paper, glass fibers are substituted partially with monofilament fishnet and polyester matrix for making the composites. The composite specimens were prepared in accordance with ASTM for analyzing the flexural strength and dynamic mechanical properties. Furthermore, machinability revealed the interaction of glass fiber and partial substituted monofilament fishnet fiber with the matrix. Fiber pullouts on the fractured specimen during the physical testing of the composites are also investigated by COSLAB microscope. The results reveal that the fishnet based composites have appreciably higher flexural properties. Furthermore, the glass fiber, woven roving and fishnet composite has more storage modulus and significant mechanical damping. The composite specimens were fabricated by hand lay-up method. Hence, these composites are the possible applications to develop the value added products. The results of this study are presented.

• Proceedings of the Korea Concrete Institute Conference
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• 1990.04a
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• pp.5-10
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• 1990

There are two main methods in reinforcing cements with glass fibers : spray-suction and premixing method. But GRC have been mostly studied by spray technique. In order to develop GRC made by premixing method, in this paper, the influence of glass fiber length, volume content and curing conditions upon the compressive, direct tensile and bending strengths of composites fabricated by a premixing method, were investigated. According to the test results, although it was difficult to obtain perfectly uniform distribution of fibers in GRC Pannel, it was found that tensile strength of cements with glass fiber was improved 2~5 times and flexural strength 4 times compared to conventional cement mortar upto fiber length 35 mm, volume content 4%.

• Proceedings of the Korea Concrete Institute Conference
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• 2002.05a
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• pp.449-454
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• 2002

For finite analysis of concrete columns strengthened with glass fiber sheets, an effective concrete model which considers the confining effects by lateral reinforcement and glass fiber sheets is necessary. In this paper, the so-called elasto-plasticity and continuum fracture model (EPF model) is modified to consider high confining effects of strengthened reinforced concrete columns by introducing a simple correction factor ($\alpha$) which relates maximum lateral confining stress of the column to the evolution of deviatoric plasticity. Then, a finite element analysis is carried out for the strengthened reinforced concrete columns using the modified EPF model and equally spaced truss elements. It is shown that the, analysis predicts well the failure behavior of reinforced concrete columns strengthened with glass fiber sheets.