• Journal of Korean Tunnelling and Underground Space Association
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• v.21 no.3
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• pp.433-452
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• 2019

This study deals with shotcrete reinforcing performance according to the amount of synthetic fiber (PP fiber) and proper evaluation method. The shotcrete compressive strength, flexural strength and flexural toughness were tested by setting the mixing amounts of steel fiber ($37.0kg/m^3$) and synthetic fiber (PP fiber) as parameters ($5.0kg/m^3$, $7.0kg/m^3$ and $9.0kg/m^3$). Particularly, circular panel flexural toughness test (Road and Traffic Authority, RTA) was performed to evaluate the shotcrete energy absorption capacity. As a result, the compressive strength and the bending strength of the steel fiber reinforced shotcrete were large, but the flexural toughness of the synthetic fibe (PP fiber) reinforced shotcrete was large. Therefore, synthetic fiber (PP fiber) reinforced shotcrete is considered to have a reinforcing effect comparable to that of steel fiber reinforced shotcrete. Analysis of the relationship between the flexural toughness and the energy absorption capacity of synthetic fiber (PP fiber) reinforced shotcrete revealed that the energy absorbing ability is exhibited at a flexural toughness lower than the allowable standard (3.0 MPa). (Class A: 2.55 MPa = 202J, Class B: 2.72 MPa = 282J, Class C: 3.07 MPa = 403J). As a result of this study, it can be concluded that the actual shotcrete support performance can be evaluated by evaluating the support performance of the shotcrete measured at less than the allowable standard (3.0 MPa) at the actual tunnel site.

• Composites Research
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• v.33 no.6
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• pp.346-352
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• 2020

In mobility industries, the use of thermoplastic composites increased dynamically. In this study, the mechanical and impregnation properties of continuous glass fiber (GF)/polypropylene (PP) composite were evaluated with different GF contents. The GF/PP commingled fiber was manufactured with different GF contents and continuous GF/PP composite was manufactured using continuous compression molding process. Tensile, flexural, and impact test of specimens were evaluated with different GF contents. The fracture behavior of specimens was proved using field emission-scanning electron microscope images of fracture area and impregnation property was evaluated using dynamic mechanical analyzer and interlaminar shear strength. Finally, the GF/PP composite was the optimized mechanical and impregnation properties using 50 wt.% GF/PP commingled fiber.

• Journal of the Korean Institute of Landscape Architecture
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• v.46 no.6
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• pp.120-126
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• 2018

The study conducted an experiment in which residual aggregate and polypropylene fibers are mixed in concrete, and an experiment in which granite and polypropylene fibers are mixed. Two types of experiments, in particular, changed the amount of polypropylene fibers, and examined the mechanical properties of slump, compressive strength, tensile strength and the like. To establish a light and easy-to-use material for landscape construction and packaging material development by comparing two kinds of experimental results, comparing and analyzing residual aggregate as experimental materials and materials using granite soil to prevent partial destruction due to cracks in drying shrinkage. The more the amount of the PP fibers increases in concrete, the more the volume of the PP fibers increases, the less the slump is determined. As a result of the compressive strength, the cast-down earth concrete is measured to be about 59% to 71% of the concrete strength. As the amount of PP fibers mixed in increased, the compression strength showed a relative decrease. As a result of tensile strength, it is found that the granite concrete is about 68-67% of concrete tensile strength. It was found that the compression strength decreased as the amount of PP fibers mixed in concrete or fire-gant concrete was increased. Then, when polypropylene fibers are mixed in the concrete and the concrete, it is found that tensile strength is increased. By analyzing these results, a fixed amount of PP fiber is mixed in the concrete mixed with the granite soil and utilized for various structures in the field of landscape construction or materials related to packaging, the prevention and improvement effect of the structure is determined.

• 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.

• Journal of the Korea Concrete Institute
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• v.24 no.1
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• pp.79-86
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• 2012

Though steel reinforcing bars are the most widely used tensile reinforcement, corrosion problems are encountered due to the exposure to aggressive environments. As an alternative material to steel, the fiber reinforced polymers have been used as reinforcement in concrete structures. However, bond strength of FRP rebar is relatively low compared to steel rebar. It has been reported that fibers in matrix can resist crack growth, propagation and finally result in an increase of toughness. In this study, high-strength concrete reinforced with structural fibers was produced to enhance interfacial bond behavior between FRP rebar and concrete matrix. The interfacial bond-behaviors were investigated from a direct pullout test. The test variables were surface conditions of GFRP bars and fiber types. Total of 54 pullout specimens with three different types of bars were cast for bond strength tests. The bond strength-slip responses and resistance of the bond failure were evaluated. The test results showed that the bond strength and toughness increased according to the increased fiber volume.

• Proceedings of the Korean Society of Dyers and Finishers Conference
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• 2012.03a
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• pp.34-34
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• 2012

Polypropylene 섬유는 세계적으로 큰 관심을 모으고 있는 섬유 소재로 환경친화성, 경량성, 신축성 등 다양한 기능성을 보유하여 미국, 일본 등의 선진국에서 의류 및 인테리어용으로 채택하여 널리 사용되고 있다. 그러나, polypropylene 섬유는 다른 섬유에 비해 융점이 매우 낮아 내열성이 약하여 가공 공정시 고온을 피해야 하고, 곁가지가 거의 없고 섬유 분자 구조가 매우 조밀하며 탄소와 수소로만 이루어진 분자구조에 의한 극소수성 성질 때문에 다른 종류의 물질들과 접착력이 없어 사용에 제약을 주어 다양한 용도로의 활용이 제한되고 있는 실정이다. 본 연구에서는 Polypropylene 섬유의 제품화에 필요한 요소 기술의 기초를 마련하고자 대기압 플라즈마를 적용하여 소수성 표면을 지니는 표면을 친수화 함으로써 polypropylene 섬유에 후가공이 가능하도록 한다. 따라서 Plasma 표면 처리에 의해 polypropylene 섬유에 미치는 영향에 대하여 조사하고, 표면을 친수화 함으로써 습윤성, 접착성 등 다양한 가공 기술을 적용하여 PP 섬유의 기능성을 향상시키고자 한다. 플라즈마 처리에 의한 폴리프로필렌 섬유의 모폴로지 변화는 주사전자현미경 (FE-SEM)으로 확인하였으며 표면개질 효과는 Wicking Test로 평가하였다.

• Proceedings of the Korean Society of Dyers and Finishers Conference
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• 2012.03a
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• pp.98-98
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• 2012

최근 국내외에서 첨단 기능성 섬유에 대한 소비자들의 관심이 높아지면서 다양한 분야에서 기능성 소재들이 개발되고 있다. 특히 기능성 스포츠웨어 시장에서는 계절의 경계를 넘어 야외 활동 중에 사용할 수 있는 제품에 대한 요구가 증가되고 있는데, 날씨가 매우 덥고 햇살이 뜨거운 것에서부터, 얼음처럼 차갑고 추운 것까지 가지각색 인 경우가 있을 수 있다. 이러한 변화무쌍한 날씨에 쾌적한 활동을 하기 위해서는 외부 온도변화에 대응하여 몸을 보호하고 자연환경에 맞설 수 있는 의복의 필요성이 부각되고 있다. 본 연구에서 개발하고자 하는 지능형 체온조절 섬유는 정적상태에서는 보온성과 적외선을 방출을 통한 자가 발열기능을 부여하고, 동적상태에서는 태양열 증폭기능과 운동량에 따른 흡습발열의 기능을 통하여 자연환경과 의복환경의 변화에 대응할 수 있는 스포츠웨어 제품이다. 따라서 보온성이 우수한 PP, acrylate 원사 등을 이용하여 복합 방적사 설계 및 생산을 최적화였다. 또한 흡습발열 성능이 향상된 섬유구조체를 설계하여 개발 원사 구성에 따라 보온 발열 기능성 부여 방법을 달리하여 최적의 성능을 이끌어내는 제품을 개발하고자 하였다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.34 no.1
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• pp.95-105
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• 2014

Reinforced concrete (RC) shield tunnel lining must be designed for fireproof performance because the lining is sometimes exposed to very high temperature due to traffic accidents. Both experimental and numerical studies are carried out to evaluate fire resistance performance of precast RC tunnel lining systems. In the experimental studies, six full-scale precast RC tunnel segments are exposed to fire in order to examine the influence of various parameters on the fire resistance performance of precast RC tunnel lining. We used the temperature curve of the RABT criteria, which are severe conditions of fire temperatures. The fire test showed that the explosive spalling was not observed by substituting concrete to PP fiber reinforced concrete. A transient heat flow analysis was carried out in consideration of the material properties that change with temperature, and the results showed good agreement with the test results.