• Composites Research
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• 제30권4호
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• pp.235-240
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• 2017

아교는 수용성을 띄는 접착제로, 이 특징에 의해 물에 약하다는 단점에도 불구하고 전통적인 고가구에 많이 사용되어 왔다. 이러한 단점을 개선하기 위하여 많은 연구가 진행되고 있다. 본 연구에서는 탄소나노튜브를 도입에 따른 아교의 계면특성 및 열적특성 그리고 방수특성 개선에 대한 연구를 진행하였다. 탄소나노튜브의 비율이 증가함에 따라 아교를 이용하여 접착한 돌침대용 목재 샌드위치 판 상부의 실시간 온도측정을 진행하였다. 나무와 아교접착제 간의 계면특성의 변화를 알아보기 위하여 랩 전단 실험을 실시하였고, 습도가 높아짐에 따라 물성이 약해지는 아교의 단점을 개선하기 위하여 탄소나노튜브를 도입에 따른 아교의 방수특성이 개선되는지 대한 실험을 진행하였다. 랩 전단시편을 물에 담근 후 랩 전단 실험을 진행하여 기존의 결과와 비교하여 차이가 얼마나 나는지 비교하였다. 이를 증명하기 위하여 물과의 정적 접촉각을 이용해 탄소나노튜브의 함량에 따른 아교접착제의 소수성 정도를 비교하였다. 실험결과 아교 접착제에 탄소나노튜브를 도입으로 계면특성, 열적특성 및 방수특성이 개선되었다.

• Journal of the Korean Wood Science and Technology
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• 제35권6호
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• pp.100-107
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• 2007

현대인들은 실내에서 보내는 시간이 하루 중 90% 달하는 것을 간주할 때 실내의 공기는 현대에게 중요한 요소임을 알 수 있다. 1960년대 이후로 산업이 급격히 발전하면서 건축 재료는 천연재료에서 화학물질을 기본으로 하는 재료로 변하게 되고 에너지 절약의 대책으로 건물의 기밀도를 높임으로써 건축자재에서 발생하는 유해물질이 현대인에게 악영향을 미치기 시작했고 이런 요소들이 근원이 되어 새집증후군을 유발하게 되었다. 생활수준이 높아지면서 사람들은 건강에 대한 관심도 높아지게 되고 보다 유익한 친환경 건축자재를 요구하게 되었다. 본 연구에서는 황토, 물, 수지, 경화제, 무기물 충전제를 이용한 친환경 황토 마감재를 개발하였고 한국형 목조 주택 내장벽에 사용할 수 있는 최적의 비율을 연구하였다. 그리고 이런 황토 마감재가 실내벽에 사용 시 요구물성인 내잔갈림성, 내세척성, 내충격성, 부착강도를 측정하였고 황토마감재의 특성인 원적외선 실험과 포름알데히드, TVOC 방산 농도를 통하여 친환경성에 대한 평가를 하였다.

• Journal of the Korean Wood Science and Technology
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• 제42권3호
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• pp.258-265
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• 2014

목구조물 접합부에 기존 드리프트핀(Drift pin)을 대체하고자 단판이나 합판을 유리섬유강화플라스틱(GFRP: Glass fiber reinforced plastic)과 복합 적층시킨 GFRP보강적층목재핀을 제작하였다. 더불어 GFRP보강적층목재핀을 사용하여 집성재 접합부의 인장형 전단내력 시험을 실시하였다. GFRP 배열에 따른 보강적층목재핀의 휨강도 시험결과 GFRP를 각층에 1장씩 삽입한 시험편(Type-A)이 가장 양호한 성능을 발휘하였다. 또한 압체압력 $1.96N/mm^2$, 온도 $150^{\circ}C$에서 한 시간 열압하여 고밀화한 시험편이 고밀화하지 않은 시험편과 비교하여 휨강도 성능이 1.57배 향상됨을 확인하였으며, 하중방향에 따라 Edgewise가 Flatwise보다 3.51배 높은 성능을 발휘하였다. 시험을 통해 가장 양호한 성능을 보인 Type-A 보강적층목재핀을 이용하여 전단내력 시험을 실시하였다. 접합구의 종류와 접합판의 종류를 달리하여 시험한 결과 드리프트핀과 강판을 적용한 시험체(Type-DS)와 비교하여 GFRP보강적층목재핀과 GFRP보강목재적층판을 적용한 시험체(Type-WL)가 1.12배 높은 전단내력이 측정되었으며 최대하중 이후에도 매우 양호한 인성이 관찰되었다.

• 복합신소재구조학회 논문집
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• 제3권2호
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• pp.19-27
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• 2012

Structural insulated panels, which are structurally performed panels consisting of a plastic insulation bonded between two structural panel facings are one of emerging products with a viewpoint of its energy and construction efficiencies. These components are applicable to fabricated wood structures. By now, there are few technical documents regulated structural performance and engineering criteria in domestic market. This study was conducted to suggest fundamental reports such as racking resistance, axial capacity, transverse load capacity, and lintel load capacity for SIPs. Test results showed that maximum load was 44.3kN, allowable load was 14.7kN for racking resistance, and that maximum load was 137.6kN, allowable load was 37.4kN/m for axial compression capacity. For transverse load capacity, test results showed $10.3kN/m^2$ of maximum load, $3.4kN/m^2$ of allowable load. For lintel load capacity for SIPs dependent to lengths, allowable loads were 20.4kN for 600mm long lintel, 23.9kN for 1,200mm long lintel, 19.3kN for 1,800mm long lintel, and 2,400mm long lintel had 14.1kN of allowable load. In the near future, when the allowable load for wall application is established, SIPs is considered to substitute the existent post-and-lintel construction to bearing wall structure.

• 접착 및 계면
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• 제3권4호
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• pp.44-52
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• 2002

Composite materials are created by combining two or more component to achieve desired properties which could not be obtained with the separate components. The use of reinforcing fillers, which can reduce material costs and improve certain properties, is increasing in thermoplastic polymer composites. Currently, various inorganic fillers such as talc, mica, clay, glass fiber and calcium carbonate are being incorporated into thermoplastic composites. Nevertheless, lignocellulose fibers have drawn attention due to their abundant availability, low cost and renewable nature. In recent, interest has grown in composites made from lignocellulose fiber in thermoplastic polymer matrices, particularly for low cost/high volume applications. In addition to high specific properties, lignocellulose fibers offer a number of benefits for lignocellulose fiber/thermoplastic polymer composites. These include low hardness, which minimize abrasion of the equipment during processing, relatively low density, biodegradability, and low cost on a unit-volume basis. In spite of the advantage mentioned above, the use of lignocellulose fibers in thermoplastic polymer composites has been plagued by difficulties in obtaining good dispersion and strong interfacial adhesion because lignocellulose fiber is hydrophilic and thermoplastic polymer is hydrophobic. The application of lignocellulose fibers as reinforcements in composite materials requires, just as for glass-fiber reinforced composites, a strong adhesion between the fiber and the matrix regardless of whether a traditional polymer matrix, a biodegradable polymer matrix or cement is used. Further this article gives a survey about physical and chemical treatment methods which improve the fiber matrix adhesion, their results and effects on the physical properties of composites. Coupling agents in lignocellulose fiber and polymer composites play a very important role in improving the compatibility and adhesion between polar lignocellulose fiber and non-polar polymeric matrices. In this article, we also review various kinds of coupling agent and interfacial mechanism or phenomena between lignocellulose fiber and thermoplastic polymer.

• Composites Research
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• 제33권6호
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• pp.408-414
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• 2020

샌드위치 구조는 우수한 강도와 경량성을 동시에 만족하는 구조물로써 다양한 분야에서 널리 사용되고 있다. 스킨은 주로 고강도의 섬유가, 코어는 경량화에 유리한 허니콤 구조 및 발사(balsa) 나무가 주로 사용되고 있으나, 내부의 공기층 및 난연처리의 어려움으로 인하여 화재에 취약하는 것이 단점이다. 본 연구에서는 대나무 섬유의 난연처리 연구를 통하여 친환경적인 소재를 이용한 난연처리 조건을 제시하였다. 또한 대나무 섬유를 이용하여 천연섬유 샌드위치 복합재료를 제조하고 기계적 특성평가를 수행하였다. 난연성이 향상된 천연섬유를 이용하여 샌드위치 구조의 복합재료를 제조한다면 새로운 유형의 복합재료가 될 수 있을 것으로 기대된다.

• 한국생산제조학회지
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• 제18권3호
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• pp.328-335
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• 2009

In order to 1ransport the steel roll coil effectively and safely to the destination, the stability of the steel roll coil which induced the minimum movements during the 1ransportation was s1rongly required. The basic 1ransportation equipment for the steel roll coil such as the wedge is made of 100% imported wood known as the apitong. However, the material characteristic such as the rigidity has caused permanent damages to the steel roll coil and the damaged steel roll coils were not easily restorable. Thus it was unsuitable for other purposes. The introduction of new materials to manufacturing wedges which would have a good recovery performance and thus enable the wedge prevention or reduction to the steel roll coil or any other products during the 1ransportation is needed. Due to the fact that recovering damage of the coil is almost impossible, we have to find the new type of wedge that can substitute the apitong wedge. Therefore, we are going to develop a wedge that does not damage rolled steel coil and has better recovery and softness than existing apitong wedge.

• Structural Engineering and Mechanics
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• 제4권3호
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• pp.257-276
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• 1996

In North America, a large number of concrete old slab-on-steel girder bridges, classified noncomposite, were built without any mechanic connections. The stablizing effect due to slab/girder interface contact and friction on the steel girders was totally neglected in practice. Experimental results indicate that this effect can lead to a significant underestimation of the load-carrying capacity of these bridges. In this paper, the two major components-concrete slab and steel girders, are treat as two deformable bodies in contact. A finite element procedure with considering the effect of friction and contact for the analysis of concrete slab-on-steel girder bridges is presented. The interface friction phenomenon and finite element formulation are described using an updated configuration under large deformations to account for the influence of any possible kinematic motions on the interface boundary conditions. The constitutive model for frictional contact are considered as slip work-dependent to account for the irreversible nature of friction forces and degradation of interface shear resistance. The proposed procedure is further validated by experimental bridge models.

• Journal of Advanced Marine Engineering and Technology
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• 제31권6호
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• pp.768-776
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• 2007

In this study, axial vibration analysis has been conducted on a propulsion and lift shafting system for an air cushion vehicle using ANSYS code. The shafting system is totally flexible multi-elements system including wood composite material of air propeller. aluminum alloy of lift fan and thin walled shaft with flexible coupling. The analysis calculated the axial natural frequencies and mode shapes of the shafting system taking into account an equivalent mass-elastic model for shafting system as well as the three-dimensional models for propeller blade and fan impeller. Such a flexible shafting system has very intricate vibrating characteristics and especially, axial natural frequencies of flexible components such as propeller blade and impeller of lift fan can be lower to the extent that causes a resonance in the range of operating revolution. The results for axial vibration analysis are presented and compared with the results of axial vibration test for lift fan conducted during Sea Trial.

• Advances in materials Research
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• 제6권2호
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• pp.221-231
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• 2017

The concept design of the typha strawbale masonry came up as a result of the urgent demand for a means of constructing sustainable buildings, both in rural and urban settlement, not only suitable for dwellers but for keeping farm products by structures that will respond to the environmental eco-system, coupled with the fact that such structures are also affordable, durable and easy to maintain during their service period. The effects of contact between plaster and the stacked strawbale of a masonry needs to be established and design optimization for durability and stability of the masonry be obtained. The assessment will involve the application of plaster materials (cement and natural earth) to the wall specimen panels. Past works have shown that plastered strawbale walls have adequate resistance against the appropriate vertical loads, and further showed that the earth plaster can bear higher stress than the cement plastered straw bale. There is the implication that the collapse or response of the earth-strawbale wall is significantly higher compared to that of cement-strawbale from other straw-based masonries. Therefore the allowable stresses of plastered typha strawbale shall be predicted for their optimum values using SAP2000. The stress stability of each masonry is obtained by analytical model using the best fit variables for the wall height and thickness.