• Proceedings of the Korean Fiber Society Conference
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• 2007.11a
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• pp.345-346
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• 2007

• Proceedings of the Korean Fiber Society Conference
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• 2007.11a
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• pp.27-30
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• 2007

• Proceedings of the Korea Concrete Institute Conference
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• 2004.05a
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• pp.108-111
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• 2004

The polypropylene(PP) fiber is poised as a low cost alternative for reinforcement in structural applications in comparison with other high performance fibers, such as the polyvinyl-alcohol(PVA), polyethylene, carbon and aramid fiber. The mechanical properties of the composite are strongly determined by the interfacial behavior of fiber and cementitious matrix. The crack bridging mechanism contribute to composite toughness from activation of the fiber-matrix interface where energy is dissipated through debonding of the interface and fiber pullout. In this study, therefore, the pullout behavior of PP fibers is investigated. Experimental work includes the investigation of the interfacial properties, and the composite property. The quantification of interfacial properties, the frictional bond is achieved through single fiber pullout test. A study on the effect of inclination angle on fiber pullout behavior is also conducted.

• Proceedings of the Korea Concrete Institute Conference
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• 2006.05b
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• pp.377-380
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• 2006

HPFRCCs(High performance fiber reinforced cementitious composites) is a class of FRCCs(Fiber reinforced cementitious composites) exhibit multiple crack. Multiple crack lead to improvement in ductility, toughness, and deformation capacity under compressive and tensile stress. These properties of HPFRCCs are affected by type of fiber, water cement ratio, type of admixture and rate of substitution. Furthermore these influence dispersion of fiber, mixing performance and fluidity of mixture. In this paper, HPFRCCs made of steel cord and carbon fiber were tested with water cement ratio, type of admixture and rate of substitution to evaluate characteristics of mixing and flexural strength.

• Proceedings of the Korea Concrete Institute Conference
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• 2010.05a
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• pp.125-126
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• 2010

In this study is analysis of infill walls fiber volume fraction and reduced the inside cross-section of strain-hardening cement composite(SHCC) infill walls is to evaluate seismic performance experimentally.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2017.05a
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• pp.122-123
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• 2017

In this study, the tensile behavior of single and hybrid fiber reinforced cement composite according to strain rate was evaluated. Experimental results, in the strain rate 10-6/s, fiber reinforced cement composite showed improved of tensile strength and decrease of strain at peak stress as SSF volume content increased. In the strain rate 101/s, the single and hybrid reinforced cement composite' s tensile properties are improved, because of the improved bond strength between the fiber and matrix. And hybrid fiber reinforced cement composite showed high energy absorption capacity, because the SSF prevented the cracking and fracture of the surrounding matrix when during the HSF pull-out.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2017.05a
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• pp.158-159
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• 2017

In this study, it evaluate the strain properties of fiber reinforced concrete and fiber reinforced cement composite. The types of fiber are Hooked steel fiber and it was mixed 0.5, 1.0 vol.% in concrete and 1.0, 2.0 vol.% in cement composites. The impact test was conducted by using a projectile (diameter: 25mm, velocity: 170m/s) and strain properties on the rear side of each specimen was evaluated by strain gage. After the impact test, fracture grade, fracture depth was evaluated.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2018.05a
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• pp.50-51
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• 2018

In this study, it evaluate the electromagnetic pulse shielding performance of amorphous metallic fiber reinforced cement composite with other steel fiber reinforced cement composite. Hooked-ended steel fiber, smooth steel fiber and amorphous metallic fiber were reinforced 2.0 vol.% in cement composites respectively. The electromagnetic pulse shielding performance was evaluated by MIL-STD-188-125-1. As a result, shielding performance of amorphous metallic fiber reinforced cement composite was higher than Hooked-ended and smooth steel fiber reinforced cement composites. In addition, the relationship between the electrical conductivity and the electromagnetic pulse shielding performance of the cement composite was confirmed.

• Proceedings of the Korean Fiber Society Conference
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• 2003.10b
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• pp.275-276
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• 2003

Electrostatic spinning or electrospinning has been recently paid attention to prepare ultrafine fiber mats which are composed of diameters in a range of submicrons to nanoscale size[l]. Due to small diameters and porous structure, electrosun fibers have a high specific surface area and expected to use for broad applications, such as filters, membranes, wound dressing materials, artificial blood vessels. a nonwoven fabric, a reiforcement of nanocomposites[2,3], etc. (omitted)

• The Korean Journal of Zoology
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• v.34 no.3
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• pp.382-388
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• 1991

쥐의 교핵내에서 대뇌피질(또는 소뇌핵) 면면시 소뇌교핵계(또는 대뇌교핵계)의 연접구조의 변화에 대한 전자현미경적 관찰결과, 대뇌교핵계의 수입로 차단의 경우 소뇌교핵계의 신경섬유는 교핵세포의 원위 가지돌기쪽으로 발아하며, 소뇌핵 병변시 서뇌교핵계의 신경섬유는 근위가지돌기와 연접을 형성하거나 또는 여러개의 가지돌기 부속물들과 사구체형 연접복합체를 형성함이 밝혀졌다. 이상의 연구는 광학현미경적 관찰에서 언급된 대뇌피질(또는 소뇌핵) 병변에 따른 교핵내 신경종말의 밀도증가에 대한 보고를 뒷받침해주며, 소뇌핵 병변시 운동결핍증의 시간경과에 따른 회복에 대한 신경해부학적 근거를 제시한다.