• Proceedings of the Korea Institute of Fire Science and Engineering Conference
• /
• 2013.04a
• /
• pp.156-157
• /
• 2013

본 연구는 일상에서 사용되고 있는 섬유에 대하여 방염액을 사용한 후처리방법에 의해 방염처리를 진행하였을 때 섬유류의 구성비에 따른 방염성능 및 연소특성을 파악해 보고자 연구를 수행하였으며 화학섬유의 구성비 및 면의 함량에 따라 후처리의 방염성능이 달라짐을 확인할 수 있었다.

• Proceedings of the Korean Fiber Society Conference
• /
• 2002.04a
• /
• pp.396-399
• /
• 2002

면섬유는 천연적으로 지방, 왁스, 펙틴, 단백질 등 비섬유소 물질과 천연색소를 지니고 있는데다가, 제직 시 제직성 향상을 위해 가호를 하게 된다. 그러므로, 면섬유의 염색ㆍ가공을 효과적으로 하기 위해서 발호, 정련, 표백의 전처리 과정을 거치게 된다. 이 전처리 공정은 용수를 다량 소비하고 BOD/COD등의 폐수부하가 크므로 환경부하 감소의 차원에서 용수 재사용 기술개발과 환경친화적인 조제의 사용이 바람직하다. (중략)

• Proceedings of the Membrane Society of Korea Conference
• /
• 1993.10a
• /
• pp.74-74
• /
• 1993

집진용 Filter Bag 소재는 상당히 다양합니다. 최종용도 및 부직포의 생산공정등 여러가지 요인에 따라 천연섬유인 면이나 펄프로부터 합성섬유, 무기, 금속 Fiber등으로 만든 Filcer Media등 여러가지 제품이 있습니다. 그중에서 고온집진용 부직포는 주로 혹독한 환경에 처해지므로, 내열성 및 내화학성이 상당히 중요한 바, 이점에 있어서의 적절한 섬유로 만들어진 집진소재가 절실히 요구되면서 최근 도시 및 산업쓰레기 소각로 및 각종 산업플랜트 등과 같은 여러 고온용 집진산업에, 오스트리아 Lenzing사에서 제조한 P84섬유로 만들어진 Filter Bag이 각광을 맏고 있습니다.

• Proceedings of the Korea Concrete Institute Conference
• /
• 2010.05a
• /
• pp.381-382
• /
• 2010

The fiber dispersion performance in fiber-reinforced cementitious composites is a crucial factor with respect to achieving desired mechanical performance. Thus, fiber dispersion of ECC incorporated by recycled mineral wastes was evaluated to more accurately predict uniaxial tension behavior.

• Proceedings of the Korean Society of Dyers and Finishers Conference
• /
• 2012.03a
• /
• pp.57-57
• /
• 2012

피부염 증상 완화특성을 갖는 힐링섬유소재 제조를 연구하였다. 면소재, 폴리에스테스/나일론 소재에 피부염 증상완화특성이 있다고 알려진 기능성물질을 바인더, 수지 등의 혼합물 페이스트로 만들어 스크린프린팅법을 사용하여 실험을 시도하였다. 제조한 힐링섬유시편소재의 항균특성은 면소재의 경우 99.9% 의 우수한 항균특성을 나타냈다. 암모니아가스의 소취성능은 시간경과에 따라 최대 68%의 소취율을 보였다. 타소재와의 오염견뢰도는 평균 4.5 ~ 5등급, 변퇴세탁견뢰도는 5등급, 마찰견뢰도는 3 ~ 4.5 등급, 일광견뢰도는 5등급을 나타냈다. 의약품 등의 독성시험기준에 따른 힐링소재의 피부자극성을 평가하기 위해 NZW토끼의 피부에 24시간 동안 부착한 후 72시간 동안 사망률, 일반증상, 체중변화 및 피부자극성을 시험한 결과 사망토끼는 관찰되지 않았고, 모든 시험동물에서 특이할 만한 이상증상은 관찰되지 않았다. 체중측정결과 모든 동물에서 정상적인 체중증가를 보였다. 시험소재의 피부자극성을 관찰한 결과 피부자극성이 관찰되지 않아 비자극성(None Irritant)섬유소재로 판단되어 피부염증상완화 특성을 갖는 힐링섬유소재 제조의 실용화 가능성을 연구하였다.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.26 no.2C
• /
• pp.73-80
• /
• 2006

The shear behavior of four different interfaces consisting of four types of geosynthetics was investigated, and both static and dynamic test for the geosynthetic interfaces were conducted. The monotonic shear experiments were performed by using an inclined board apparatus and large direct shear device. The interface shear strength obtained from the inclined board test was compared with calculated values from large direct shear tests. The comparison results indicated that direct shear tests show high possibility to over-predict the shear strength in the low normal stress range where direct shear tests are not performed. Curved failure envelopes were also obtained for interface cases where two static shear tests were conducted. By comparing the friction angles measured from three tests, i.e. direct shear, inclined board, and shaking table test, it was found that the friction angle might be different depending on the test method and normal stresses applied in the research. Therefore, it was concluded that the testing method should be determined carefully by considering the type of loads and the normal stress expected in the field with using the geosynthetic materials installed in the site.

• Journal of the Korea Concrete Institute
• /
• v.21 no.5
• /
• pp.541-548
• /
• 2009

A theoretical prediction model of fiber bridging curve was established based on the assumption that fibers are uniformly distributed on the crack surface. However, the distance between fibers and their orientation with respect to crack surface can greatly affect the prediction of fiber bridging curve. Since, the shape of fiber bridging curve is a critical factor for predicting the tensile stress-strain relationship of ECC, it is expected that the assumption of uniform distribution of fiber may cause a significant error when predicting the tensile behavior of ECC. To overcome this shortcoming, a new prediction method of stress-strain relation of ECC is proposed based on the modified fiber bridging curve. Only effective fibers are taken into account considering the effects of their orientation and distance between them. Moreover, the approach for formulating the tensile stress-strain relation is discussed, where a procedure is presented for obtaining important parameters, such as the first crack strength, the peak stress, the displacement at peak stress, tensile strain capacity, and the crack spacing. Subsequent uniaxial tensile tests were performed to validate the proposed method. It was found that the predicted stress-strain relations obtained based on the proposed modified fiber bridging curve exhibited a good agreement with experimental results.

• Composites Research
• /
• v.24 no.1
• /
• pp.10-16
• /
• 2011

Many tests are required to predict the fatigue life of composite laminates made of various materials and having different layup sequences. Aiming at reducing the number of tests, a methodology was presented in this paper to predict fatigue life of composite laminates based on fatigue life prediction of constituents, i.e. the fiber, matrix and interface, using micromechanics of failure. For matrix, the equivalent stress model which is generally used for isotropic materials was employed to take care of multi-axial fatigue loading. For fiber, a maximum stress model considering only stress along fiber direction was used. The critical plane model was introduced for the interface of the fiber and matrix, but fatigue life prediction was ignored for the interface since the interface fatigue strength was presumed high enough. The modified Goodman equation was utilized to take into account the mean stress effect. To check the validity of the theory, the fatigue life of three different GFRP laminates, UDT[$90^{\circ}2$], BX[${\pm}45^{\circ}$]S and TX[$0^{\circ}/{\pm}45^{\circ}$]S was examined experimentally. The comparison between predictions and test measurements showed good agreement.

• Journal of the Korea Concrete Institute
• /
• v.26 no.3
• /
• pp.307-313
• /
• 2014

In order to predict the post-cracking tensile behavior of fiber reinforced concrete, it is necessary to evaluate the fiber orientation factor which indicates the number of fibers bridging a crack. For investigation of fiber orientation factor on a circular cross-section, in this paper, cylindrical steel fiber reinforced concrete specimens were casted with the variables of concrete compressive strength, circular cross-section size, fiber type, and fiber volumetric ratio. The specimens were cut perpendicularly to the casting direction so that the fiber orientation factor could be evaluated through counting the number of fibers on the circular cross-section. From the test results, it was investigated that the fiber orientation factor on a circular cross-section was lower than 0.5 generally adopted, as fibers tended to be perpendicular to the casting direction. In addition, it was observed that the fiber orientation factor decreased with an increase of the number of fibers per unit cross-section area. For rational prediction of the fiber orientation factor on a circular section, a rigorous model and a simplified equation were derived through taking account of a possible fiber inclination angle considering the circular boundary surface. From the comparison of the measured data and the predicted values, it was found that the fiber orientation factor was well predicted by the proposed model. The test results and the proposed model can be useful for researches on structural behavior of steel fiber reinforced columns with a circular cross-section.

• Proceedings of the Korea Concrete Institute Conference
• /
• 2008.04a
• /
• pp.933-936
• /
• 2008

An engineered cementitious composite (Engineered Cementitious Composite) had been developed in previous study. Theoretical prediction of the tensile stress-strain relation of ECC is important in providing the material constitutive relation necessary for designing structural members. But, few studies have been reported with regard to predicting the tensile stress-strain relation of ECC. Prediction of the tensile stress-strain relation of ECC accounting for actual bridging curve, such as fiber dispersion is needed. The present study extends the work as developed by Kanda et al., by modeling the bridging curve, accounting for fiber dispersion, the degree of matrix spalling, and fiber rupture to predict the tensile stress-strain relation of ECC. The role of material variation in the bridging curve, such as number of effective fiber actually involved in the bridging capacity and how it affects the multiple cracking process is discussed. The approach for formulating the tensile stress-strain relation is discussed next, where the procedure for obtaining the necessary parameters, such as the crack spacing, is presented. Finally, the predicted stress-strain relation will be validated with experimental tests results.