• 한국섬유공학회:학술대회논문집
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• 한국섬유공학회 1995년도 추계 학술발표회
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• pp.52-54
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• 1995

• 한국재료학회지
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• 제6권2호
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• pp.210-220
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• 1996

The purpose of this study is to develop the processing techniques of Fiber Reinforced Metal by Liquid Phase Diffusion Bonding method with SiC fiber as a reinforcing material and CP Ti(Commercial Pure) as a matrix. The microstructure and the distribution of elements in reaction and CP Ti(Commercial Pure) as a matrix. The microstructure and the distribution of elements is reaction zone among CP Ti/Ti-15wt%Cu-20wt%Ni(TCN20)/SiC long fiber were investigated by Optical Microscope, SEM/EDX, EPMA, X-ray and AES. The results obtained in this study are as follows. 1) When Ti matrix composite materials are fabricated under the bonding condition of 1273Kx1200sec, the SiC long fiber was the most suitable reinforcing material for Ti matrix composite materials. 2) With SiC long fiber under same condition, a TiC layer(1.0-1.6$\mu\textrm{m}$) was observed on the surface of SiC long fiber. 3) Liquid Phase Diffusion Bonding has shown the feasibility of production of Ti matrix composite materials.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2018년도 춘계 학술논문 발표대회
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• pp.107-108
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• 2018

In this study, we applied the fiber sheet made by the stitch bonding method, which is a structure in which transverse yarns and double yarns are crossed by applying the principle of sewing knitting without the use of adhesive, The tensile strength of the reinforced concrete structure was investigated. As a result of the tensile strength test of each specimen, the specimen to which the fiber sheet produced by the stitch bonding method was applied exhibited the highest tensile strength among the three types of specimens, and the fiber sheet produced by the needle punching method exhibited the lowest strength. In addition, the stitch - bonded fiber sheet showed a difference of strength of 0.1N / mm for both length and double - sided strength difference.

• 한국의류산업학회지
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• 제11권4호
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• pp.661-666
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• 2009

The purpose of this study is to analyze the dyeability of polyester(PET) fabric by thermal bonding with low melting component of bicomponent fiber and to describe the change of physical properties of thermal bonded PET fabrics. The PET fabrics were prepared with regular PET fiber as warp and bicomponent fiber as weft. The bicomponent fiber of sheath-core type was composed with a regular PET core and low melting PET sheath. The thermal bonding of PET fabric was carried out in pin tenter($195^{\circ}C$) for 60 seconds. In this study, we investigated the dye ability and fastness of the dyed PET fabric. Dye ability of E-type dyestuff is higher than S-type dyestuff. In the case of E- type dyestuff, the saturated dyeing time was 10minutes at $130^{\circ}C$. The washing fastness and light fastness were excellent as 4-5grade.

• Journal of Welding and Joining
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• 제24권5호
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• pp.43-48
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• 2006

This paper is concerned with a fracture strength study of composite adhesive lap joints. The tests were carried out on specimen joints manufactured hybrid stacked composites such as the polyester and bamboo natural fiber layer. The main objective of the work was to test the fracture strength using hybrid stacked composites with a polyester and bamboo natural fiber layer. Tensile and peel strength of hybrid stacked composites are tested before appling adhesive bonding. From results, Natural fiber reinforced composites have lower tensile strength than the original polyester. and The load directional orientation and small amount and low thickness of bamboo natural fiber layer have a good effect on the tensile and peel strength of natural fiber reinforced composites. The failure strength of these materials applied adhesive bonding is also affected by fiber orientation and thickness of bamboo natural fiber layer. There for, Fiber orientation of bamboo natural fiber layer have a great effect on the tensile-shear strength of natural fiber reinforced composites including adhesive bonded joints.

• Composites Research
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• 제31권6호
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• pp.299-303
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• 2018

탄소섬유 강화 PA6 복합재료의 탄소섬유-메트릭스간 계면결합력과 반응중합도 향상을 위해서 기존 탄소섬유의 에폭시 사이징제를 디사이징처리하여 에폭시를 제거한 후 우레탄계, 나일론계, 페녹시계 사이징제로 재처리해주었으며, 리사이징처리된탄소섬유의표면을관찰하였다. 리사이징처리된탄소섬유의계면결합력은 IFSS(Interfacial shear strength)를 통해서 확인하였으며, 계면 결합 강도 측정 후 파단면은 주사전자현미경을 통해서 관찰하였다. 나일론계와 페녹시계 사이징제로 처리된 탄소섬유가 우레탄계 사이징에 비해 계면 결합력이 상승한 것을 확인하였다. 우레탄계 리사이징 처리된 탄소섬유는 기존 에폭시 사이징 탄소섬유보다 계면 결합력이 감소한 것으로 확인되었다. 이 결과는 기존 탄소섬유의 저활성과 평활성을 제거하여 탄소섬유와 나일론6 사이의 계면 결합력이 향상된 것으로 판단된다.

• 한국건축시공학회지
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• 제12권4호
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• pp.442-450
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• 2012

본 연구는 50 MPa급 고강도 콘크리트 모의 기둥부재를 대상으로 PF섬유 혼입 및 방화석고보드를 부착하므로써, 내화특성 및 잔존내력에 대하여 검토하였다. 먼저, 모체 콘크리트의 기본 물성은 모두 목표 범위를 만족하는 것으로 나타났다. 내부 온도이력은 방화석고보드가 미부착된 경우 온도가 다소 높게 나타나는 경향을 보였고, 방화석고보드가 부착된 경우는 섬유 혼입율이 증가할수록 온도가 점차 낮게 분포되었다. 상호관계로는 시간이 경과할수록 섬유가 혼입된 경우에서 낮은 온도분포를 나타내었으며, 보드가 부착되었을 때 더욱 낮은 온도 경향을 확인할 수 있었다. 한편, 외관성상은 PF 0 %에서 심한 파괴 폭렬 현상이 발생하였으며, 섬유혼입율이 증가할수록 탈락 현상은 방지되었으나, 색상 변질 및 다수의 균열이 발견되었고, 보드가 부착된 경우는 혼입율이 증가할수록 외관이 양호해지는 경향을 나타내었다. 잔존 압축강도로 보드 미부착 PF 0 %에서는 강도측정이 불가능하였으며, 섬유혼입율이 증가할수록 강도는 증가하였으나, 약 30~40 %의 강도저하 현상을 나타내었고, 보드 부착 PF 0 %의 경우 강도측정은 가능하였으나 약 80 % 가량 강도가 저하하였으며, 섬유혼입율이 증가할수록 저하폭은 감소하여 약 10~20 %의 강도 저하만을 나타내었다. 이상을 종합하면, PF섬유 혼입 및 방화석고보드 부착을 개별적으로 사용하는 것보다는 두 가지 방법을 복합적으로 적용할 때 내화성능 향상에 있어서 보다 효과적일 것으로 분석되었다.

• Structural Engineering and Mechanics
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• 제87권4호
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• pp.375-389
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• 2023

In many fiber concrete beams with Carbon Fiber Reinforced Polymer (CFRP), debonding occurs between the carbon sheets and the concrete due to the low strength of the bonding resin. A total of 42 fiber concrete beams with a cross-section of 10×10 cm with a span length of 50 cm are fabricated and retrofitted with CFRP and subjected to a 4-point bending test. Graphene Oxide (GO) at 1, 2, and 3 wt% of the resin is used to improve the mechanical properties of the bonding resins, and the effect of length, width, and the number of layers of CFRP and resin material are investigated. The crack pattern, failure mode, and stress-strain curve are analyzed and compared in each case. The results showed that adding GO to polyamine resin could improve the bonding between the resin and the fiber concrete beam. Furthermore, the optimum amount of nanomaterials is equal to 2% by the weight of the resin. Using 2% nanomaterials showed that by increasing the length, width, and number of layers, the bearing and stiffness of fiber concrete beams increased significantly.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.88-91
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• 2004

It is generally known that the bonding strength of RC(Reinforced Concrete) flexural members strengthened by fiber sheet composites are sufficient and the bonding failure does not occur until the sheet failed. However, many researchers have been reported that, before the failure of the sheet, the bonding failure happens even though the bonding length is sufficient. This study was carried out to evaluate the effectiveness of shear key and U strip on flexural behavior of reinforced concrete beam structures. The ply number of CFS(Carbon Fiber Sheet), location of shear key, and existence or not of U strip were selected as the main test variables. Test results show that the behavior of a beam of which shear key is located in the nearby. of support and U strip is not existent, and having CFS of 1 ply is mostly improved.

• 한국공작기계학회:학술대회논문집
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• 한국공작기계학회 1998년도 추계학술대회 논문집
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• pp.273-278
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• 1998

In this paper, basic micro-mechanical properties of unidirectional CFRP composite shell such as bonding strength, fiber volume fraction and void fraction are measured and tensile strength test is performed with a fixture. And then fracture surfaces are observed by SEM. In case of basic micro-mechanical properties, bonding strength is reduce with decreasing of radius of each ply in a shell for the effect of residual stress, fiber volume fraction is smaller than plate, and void fraction is vise versa. For these reason, tensile strength of shell is smaller than plate fabricated with same prepreg. For failure mode shell has many splitted part along its length, and it is assumed that this phenomenon is caused by the difference of bonding strength for residual stress.