• Proceedings of the Korea Concrete Institute Conference
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• 2001.11a
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• pp.335-340
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• 2001

Recently in abroad, structural synthetic fiber developed, has been studied extensively as a substitute for steel fiber due to its properties such as corrosion-resistance, low density, good pumping, and in-place safety, etc. In this study, we conducted pull-out test, for seven different geometries of structural synthetic fibers and obtained optimum geometry for structural synthetic fiber which fully utilizes matrix anchoring without revealing fiber fracturing. According to pull-out test results, it was found that crimped type structural synthetic fiber give significant improvement in the interface toughness(roll-out enemy) and pull-out load.

• Journal of the Society of Disaster Information
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• v.7 no.1
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• pp.43-50
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• 2011

The Application of Steel Fiber Shotcrete in tunneling construction has become part of tunneling practice at least since the 1970s because of its high bending and tensile properties. Over the past 3 decades, researcher from all over the world have been significantly developing the associated technologies for improved performance of SFRS. But still it has some major drawbacks in terms of durability, damage of pumping hose, wastage due to rebound concrete, corrosion and it costs high. To overcome this situation researcher has to look for some alternative material. Therefore, this part study deals with the three types of fiber in order to find good alternative for steel fiber. Polyamide and Polypropylene fiber were used in this study with 0.6, 0.5% mixing ratio. To evaluate its fresh and harden properties air content, slump, compressive, split tensile and bending strength were measured. After comparing the results of all three types of fiber reinforced concrete with its different mixing proportion this study propose that polyamide fiber with addition ratio of 0.6 % for field use.

• Proceedings of the Korean Society of Dyers and Finishers Conference
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• 2012.03a
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• pp.45-45
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• 2012

초고분자량 폴리에틸렌(UHMWPE)섬유는 현재까지 알려져 있는 섬유중 비강도가 가장 우수하며 강도 또한 최고 40g/d를 나타내는 슈퍼섬유중에 하나이다. UHMWPE섬유는 비교적 간단한 분자구조로 이루어져 있으며 높은 결정화도로 인해 광 안정성 및 자외선 저항성이 우수하며 내마모성도 뛰어나다. 이러한 특성으로 인해 최근 로프 및 어망 등의 산업적 용도 뿐만 아니라 익스트림 스포츠웨어를 포함한 의류소재에도 다양하게 적용되고 있다. 하지만 의류소재 적용에 앞서 초소수성으로 이루어진 분자구조와 낮은 내열성으로 인해 염색이 쉽지 않으며 다양한 색상을 구현하기가 힘든 실정이다. 현재 본 연구실에서는 이와 같은 문제점을 해결하기 위해 UHMWPE섬유에 염색이 가능한 염료를 개발하였으며 보다 다양한 색상을 구현하기 위해 연구를 진행 중이다. 현재 본 연구실에서는 UHMWPE섬유 염색에 있어 Blue, Red, Yellow, Magenta 계열의 색상구현이 가능하며 보다 심색화 된 색상을 구현함으로 인해 의류용 섬유소재 및 산업용 섬유소재에 다양하게 적용할 수 있도록 UHMWPE섬유용 염료합성 실험이 진행되고 있다. 안트라퀴논 및 아조계 염료에 초소수성 알킬체인을 치환함으로써 염료의 소수성을 증가시켜 초소수성 섬유인 UHMWPE섬유에 염착성을 증가시키고 높은 견뢰도 결과를 확보하였다. 또한 내열성이 낮은 특성에도 불구하고 염색 이후 UHMWPE섬유가 가지는 물성에는 큰 변화를 나타내지 않았다.

• Journal of the Korean Society for Advanced Composite Structures
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• v.2 no.4
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• pp.11-18
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• 2011

In this study, the performance of a steel-FRP composite bridge safety barrier was evaluated through vehicle crash simulation. Surface veil, DB and Roving fibers were used for FRP. The MAT58 material model provided by LS-DYNA software was used to model FRP material. Spot weld option was used for modeling contact between steel and FRP beam. The structural strength performance, the passenger protection performance, and the vehicle behavior after crash were evaluated corresponding to the vehicle crash manual. As the result, A steel-FRP composite safety barrier was satisfied with the required performance.

• Proceedings of the Korean Institute of Surface Engineering Conference
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• 2017.05a
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• pp.168.2-168.2
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• 2017

발열체는 전기 에너지를 열 에너지로 변환시키는 전기 저항체인데, Ni-Cr계 합금이 발열 가능 온도가 범위가 크고 열 효율 및 내 산화성, 내 부식성이 우수하여 발열체로 많이 사용되고 있다. 그리고 기존의 선형 발열체의 효율성을 개선한 면상 발열체가 개발되었고, 최근 나노 기술의 발달로 나노크기의 ITO(Indium Tin Oxide) 입자나 탄소나노튜브가 코팅된 형태의 투명 면상 발열체가 개발되어 주목을 받고 있다. 투명 면상 발열체는 발열체의 형태를 거시적으로 확인할 수 없기 때문에 자동차의 전면 유리 히터 및 건축용 기능성 창호 등의 심미적 효과를 요구하는 제품에 사용될 수 있다. 본 연구에서는 PVP(Poly vinyl Pirrolidone)을 이용하여 Ni-Cr Nanofiber 제조를 위한 효율적인 전기 방사 조건을 도출한다. PVP 질량에 따라서 Ethanol과 Methanol, 물을 이용하여 viscosity와 ion conduciviy를 조절하였고, 전기방사 조건으로 bead를 최소화 하는 나노섬유를 얻었다. 이어서 Ni-Cr/PVP 용액은 Metal Precursor wt.% 조절 및 방사조건으로 100~300nm의 직경을 가진 나노 섬유를 얻을 수 있었다. 산화/환원 열처리 후 PVP와 Oxide가 제거된 Ni-Cr nanofiber를 합성하였다. Nanofiber 형상은 FE-SEM으로 측정하였으며, XRD, FT-IR 분석을 통해 제작된 나노 섬유의 구조적 특성을 확인하였다.

• Proceedings of the Korean Society of Dyers and Finishers Conference
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• 2011.03a
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• pp.69-69
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• 2011

폴리케톤 섬유는 제조 원료로 에틸렌과 일산화탄소를 사용하여 합성한 공중합체 물질로 생산에 필요한 비용을 크게 절약할 수 있다. 폴리케톤 섬유는 p-아라미드 섬유에 근접하는 고강도 고탄성을 가진 섬유로 우수한 내화학성을 가지며, 고무와의 계면접착이 우수하다는 특성을 가지고 있어 MRG(Mechanical Rubber Goods)용 보강재 및 타이어코드로의 사용에 대한 관심이 증대하고 있다. 그러나 폴리케톤 섬유의 생산 및 산업현장에서의 활용은 아직 적은 상태로 그 특성에 대한 연구가 미흡한 상태이다. 따라서 본 연구에서는 폴리케톤 섬유의 기본적인 특성 분석을 하고, 폴리케톤 소재의 표면을 UV 조사와 인산을 이용한 산처리 방법을 이용하여 처리하고 표면처리에 따른 폴리케톤 섬유의 표면특성 및 물성특성을 분석하였다. UV 조사 처리시 에너지 변화와 산처리시의 pH조건 및 처리시간의 변화에 따른 표면의 미세구조를 SEM과 AFM 등을 이용하여 관찰한 결과, UV 에너지와 산처리 조건의 증가에 따라 표면요철이 증가를 보이다가 과도한 처리에 의하여 표면에 degradation이 발생하였다. 또한 UV 에너지 및 산처리 조건에 따른 열적, 화학적 그리고 물리적 특성의 변화를 분석하였다.

• Composites Research
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• v.30 no.2
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• pp.102-107
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• 2017

The preceramic polymer can realize a variety of complex ceramic structures that can not be obtained by conventional ceramic processes. Polycarbosilane, which is a typical preceramic polymer, can control the molecular structure, molecular weight and molecular weight distribution for preparing complex morphology and microstructure of SiC ceramics, including SiC fiber. In this paper, synthesis and molecular structure control technique of polycarbosilane is explained. The silicon carbide fiber prepared by melt spinning, stabilization and heat treatment, and ceramic fiber composites technology made by PIP process are also discussed. In addition, we introduce an example of the development of a complex silicon carbide material such as a silicon carbide hollow fiber having a nanoporous structure.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.233-236
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• 2008

In the traditional way floors has been constructed there are no shear connectors between the concrete slab and timber joists. In this study, an existing floor system os improved by simply providing normal bolts or lag screw so that the composite action can be achieved. It is evident that the key elements in the composite beam are the shear connectors. The selection of these connectors was based on their shear capacity. The experimental study carried out in this research investigated the flexural behavior of composite beams. The experimental studies of composite beams showed that the ultimated load capacity of the proposed composite beam(LS-S10 specimen) is 1.29 times as high as the noncomposite one. Finally, it can be concluded that LS-S10 specimen consisting structural laminated timber beam and concrete slab can be significantly improved by providing appropriate shear connectors.

• Journal of the Korea Concrete Institute
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• v.15 no.3
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• pp.462-469
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• 2003

This paper presents an experimental study on the potential durability enhancement of infrastructures repaired by a sprayed high ductile fiber-reinforced cementitious composite (ECC). For this study, a PVA-ECC which exhibits sprayable properties in the fresh state and tensile strain-hardening behavior in hardened state was sprayed and tested. The experimental results show that the sprayed ECC exhibits mechanical properties with strain capacity comparable to the cast ECC with the same mix design. During loading, the crack widths of ECC are tightly controlled with an average of 30${\mu}m$. It is also revealed that when sprayed ECC is used as a repair material, ductility represented by deformation capacity at peak load of repaired beams in flexure are obviously increased in comparison to those of commercial prepackaged mortar (PM) repaired beams. In addition to high delamination resistance, the significant enhancement of energy absorption capacity and crack width control in ECC repair system suggest that sprayed ECC can be effective in extending the service life of rehabilitated infrastructures.

• Journal of Korean Tunnelling and Underground Space Association
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• v.20 no.5
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• pp.839-854
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• 2018

This study was performed to evaluate the performance of GFRP plate reinforced segments for TBM tunnel support. Recently, the SFRC segment has been applied to prevent local damage such as reduction of the amount of reinforcing bars of the segment, crack control and breakage. However, the steel fiber used in the SFRC segment has a problem of durability deterioration due to fiber corrosion. Compared with the RC segment, the maximum flexural load reduction of the SFRC segment hinders the broad application range of the TBM tunnel segment. Therefore, GFRP plate was considered as a stiffener for the maximum load increase of SFRC segment, and structural synthetic fiber without corrosive concern was used as a substitute for steel fiber. The flexural performance of the segment was evaluated by using the type of reinforcing fiber and GFRP plate thickness as the main parameters. As a result, the maximum load and the flexural toughness were increased by 21.78~23.03% and 0.5~7.96%, respectively, as compared with the segments reinforced with reinforcing fiber and GFRP plate of 3 mm thickness.