• Proceedings of the Korean Fiber Society Conference
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• 2002.04a
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• pp.313-316
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• 2002

고분자 물질과 유리섬유, 운모, 탄산 칼슘 그리고 점토 광물과 같은 다양한 무기물과의 복합체는 기계적 성질, 열적 성질과 같은 물리적 특성의 향상을 가져올 뿐만 아니라 이와 같은 특성들을 적은 비용으로 향상시킬 수 있는 장점을 가지고 있기 때문에 다양한 방면에서 널리 사용된다[1]. 이에 대해서, 최근 많은 발전을 이루고 있는 나노기술을 고분자와 무기 나노 입자의 복합체에 적용시키는 연구가 활발히 진행되고 있다. (중략)

• Proceedings of the Korean Fiber Society Conference
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• 2003.10b
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• pp.219-220
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• 2003

나일론 6의 열변형온도와 탄성률을 증가시키는 동시에 높은 기체 차단성을 얻기 위하여 Na-montmorillonite (Na-MMT) 또는 유기화제로 개질된 MMT (organo-MMT)를 나일론 6과 melt-compounding함으로써 나일론 6 분자쇄가 MMT 층 내로 intercalation하거나 MMT의 각 층을 완전히 exfoliation시켜 나일론 6/MMT 나노복합체를 제조하는 방법과 Na-MMT 또는 organo-MMT의 존재하에서 $\varepsilon$-caprolactam (CL)을 in situ 중합함으로써 대부분의 MMT가 각각의 층으로 exfoliation 되도록하여 나일론 6/MMT 나노복합체를 제조하는 방법이 널리 쓰이고 있다 [1-2]. (중략)

• Proceedings of the Korean Fiber Society Conference
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• 2002.04a
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• pp.317-320
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• 2002

나노입자/고분자 복합체는 단위 무게 당 높은 표면적으로 인하여 더욱 우수한 기능성을 고분자 매트릭스에 부여할 수 있는 장점이 있다. 현재 유무기 나노 복합체는 기계적 성질, 열적 성질 및 광학적 성질 등의 향상이 발견되면서부터 이 분야의 연구가 활발히 진행되고 있다. 그러나 대부분의 나노 복합체에서 나노 입자간의 강한 결합력에 의해 균일한 분산상을 얻기 힘든 것으로 알려져 있다[1]. (중략)

• Journal of the Korea institute for structural maintenance and inspection
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• v.16 no.1
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• pp.110-119
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• 2012

Fiber reinforced polymer (FRP) reinforcing rebar with non-corrosive property is suggested as an alternative replacement to steel reinforcing rebar due to its enhanced durability and non-corrosive characteristics. Currently, a limited number of glass fiber reinforced polymer rebar (GFRP) are sold commercially due to their high cost, relatively low performances, and brittle failure characteristics. Therefore, the performance enhancements and cost reduction of GFRP rebar are needed to increase its applications in construction fields. The intent of this study is to develop high performance GFRP rebar by improving its tensile and shear properties. Also, in order to reduce manufacturing costs, factors such as material composition and manufacturing process were evaluated to improve manufacturing efficiency. Finally a GFRP rebar with enhanced material properties and less expensive than the GFRP rebar currently sold in the market was manufactured and evaluated for its application possibility in construction fields.

• Journal of the Korea Concrete Institute
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• v.19 no.2
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• pp.153-161
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• 2007

This paper investigates the lap splice performance of structural steel bars embedded in high performance fiber reinforced cementitious composite(HPFRCC) with various matrix ductilities. Matrix ductility is governed fiber type and fiber volume fraction. Fiber types were polypropylene(PP), polyethylene(PE) and hybrid fiber[polyethylene fiber+steel cord(PE+SC)]. The lap splice length$(l_d)$ was calculated according to the relevant ACI code requirements for reinforcing bars in normal concrete. As the result of tests, lap splice strength of HPFRCC using PE1.5 and hybrid fiber increased by up to $82{\sim}91$ percent more than that of concrete. Splice strength and energy absorption capacity of PE0.75+SC0.75 or PE1.5(fiber volume fraction 1.5%) specimen increased more than that of PP2.0(fiber volume fraction 2.0%) specimen. Therefore lap splice performance depends on fiber tensile strength and Young's modulus more than fiber volume fraction. Also, HPFRCC appear multiple crack and ductile postpeak behavior due to bridging of fiber in cementitious composite.

• Proceedings of the Korean Fiber Society Conference
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• 1998.10a
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• pp.45-48
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• 1998

카이토산(chitosan)은 항미생물성, 무독성, 인체적합성 및 양이온성 등의 특성을 지니며 항균, 방취, 보습, 생체적합성 및 생분해성 등의 다양한 기능을 나타내고 있는데, 이를 바탕으로 카이토산을 단독 또는 다른 천연섬유재료와 복합화시키는 연구가 행해지고 있다. 본 연구에서 선택한 카이토산과 복합체를 형성할 수 있는 성분인 견 피브로인(silk fibroin)은 17 종의 아미노산으로 이루어진 단백질로서 의류용 및 의료용 재료로서 이용되고 있는 고급섬유재료이다. (중략)

• Journal of the Korea institute for structural maintenance and inspection
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• v.23 no.1
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• pp.102-112
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• 2019

This paper studies impact fracture behavior under temperature variation and compressive flexural strength of cement composites using VAE(vinyl acetate ethylene) powder polymer and PVA(polyvinyl alcohol) fiber. Impact test were conducted in the temperature range selected for the $-35^{\circ}C$, $0^{\circ}C$ and $35^{\circ}C$. In this experimental study, impact test were carried out using a drop impact testing machine (Ceast 9350) to obtain such as displacement, time, and impact fracture energy of normal specimen and and cement composites specimen. As test results, the use of VAE powder polymer and PVA fiber were observed to enhance the flexural strength of mortar. The compressive strength of PVA fibers reinforced cement composites was slightly decreased at 28 days, but the flexural strength was observed to increase 24.4% of normal mortar strength. As a result of the drop impact tests, PVA fiber reinforced cement composites specimens showed microcracks due to energy dispersion and crack prevention with bridge effect of the fibers, and scabbing or perforation by impact was suppressed. On the other hand, the normal mortar and VAE powder polymer cement composites specimens were carried out to the perforation and macro crack. Most of normal mortar and the cement composites subjected to impact load on specimens shows mostly local brittle failure. The impact resistant performance of the specimen with PVA fiber was greatly improved due to the increase of flexure performance.

• Composites Research
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• v.23 no.4
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• pp.35-43
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• 2010

The purpose of this paper is to develop a Hybrid Fiber-reinforced High Strength Lightweight Cementitious Composite (HFSLCC) incorporated with lightweight filler and hybrid fibers for lightness and high ductility. Optimal ingredients and mixture proportion were determined on the basis of the micromechanical analysis and the steady-state cracking theory considering the fracture characteristics of matrix and the interfacial properties between fibers and matrix. Then 4 mixture proportions were determined according to the type and amount of fibers and the experiment was performed to evaluate the mechanical performance of those. The HFSLCC showed 3% of tensile strain, 4.2MPa of ultimate tensile stress, 57MPa of compressive strength and $1,660kg/m^3$ of bulk density. The mechanical performance of HFSLCC incorporated with PVA fibers of 1.0 Vol.% and PE fibers of 0.5 Vol.% is similar to those of the HFSLCC incorporated with fibers of 2.0 Vol.%.

• Journal of the Korea institute for structural maintenance and inspection
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• v.22 no.6
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• pp.157-163
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• 2018

This study is aimed at controlling the fiber orientation and improve the fiber distribution in fiber-reinforced cement composites using blades that can be placed inside the existing nozzles. To optimize the blade parameters, multi-physics finite element analysis was performed that could account for the flow of the cementitious matrix material, the movement of the entrained fibers, and the interactions with the nozzle. As a result, this study defined the blade distance, length, and position as a function of the fiber length to be used in the field. The blades with a distance from 1.2 to 2.4 times the fiber length and length from 4 to 8 times the fiber length, as well as located at below 14 times the fzfiber length from the nozzle exit maintained the fiber orientation angle less than $5^{\circ}$. In addition, the blade-type nozzle proposed in the study can be attachable and detachable to the conventional casting equipment, and thus it can provide the usability and convenience in practical applications.

• Journal of the Korea Concrete Institute
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• v.24 no.2
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• pp.121-127
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• 2012

Cement has been traditionally used as a main binding material of high ductile fiber reinforced cementitious composites. The purpose of this paper is to investigate the feasibility of using alkali-activated slag and polyvinyl alcohol (PVA) fibers for manufacturing high ductile fiber reinforced cementless composites. Two mixture proportions with proper flowability and mortar viscosity for easy fiber mixing and uniform fiber dispersion were selected based on alkali activators. Then, the slump flow, compression, uniaxial tension and bending tests were performed on the mixes to evaluate the basic properties of the composites. The cementless composites showed an average slump flow of 465 mm and tensile strain capacity of approximately 2% of due to formation of multiple micro-cracks. Test results demonstrated a feasibility of manufacturing high ductile fiber reinforced composites without using cement.