• Advances in nano research
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• 제13권1호
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• pp.97-111
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• 2022

In the present article, silica nanoparticles (SNPs) were exploited to improve the tribological and mechanical properties of vinyl ester/glass fiber composites. To the best of our knowledge, there hasn't been any prior study on the wear properties of glass fiber reinforced vinyl ester SiO₂ nanocomposites. The wear resistance is a critical concern in many industries which needs to be managed effectively to reduce high costs. To examine the influence of SNPs on the mechanical properties, seven different weight percentages of vinyl ester/nano-silica composites were initially fabricated. Afterward, based on the tensile testing results of the silica nanocomposites, four wt% of SNPs were selected to fabricate a ternary composite composed of vinyl ester/glass fiber/nano-silica using vacuum-assisted resin transfer molding. At the next stage, the tensile, three-point flexural, Charpy impact, and pin-on-disk wear tests were performed on the ternary composites. The fractured surfaces were analyzed by scanning electron microscopy (SEM) images after conducting previous tests. The most important and interesting result of this study was the development of a nanocomposite that exhibited a 52.2% decrease in the mean coefficient of friction (COF) by augmenting the SNPs, which is beneficial for the fabrication/repair of composite/steel energy pipelines as well as hydraulic and pneumatic pipe systems conveying abrasive materials. Moreover, the weight loss due to wearing the ternary composite containing one wt% of SNPs was significantly reduced by 70%. Such enhanced property of the fabricated nanocomposite may also be an important design factor for marine structures, bridges, and transportation of wind turbine blades.

• 한국지반공학회논문집
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• 제39권12호
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• pp.23-35
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• 2023

농림축산식품부는 강풍에 의한 비닐하우스의 인발파괴에 대응하기 위해 30년 빈도의 풍속에 대비할 수 있는 내재해형 비닐하우스 설계 기준을 고시하였다. 하지만 여전히 많은 비닐하우스가 기존 규격시설인 농가 보급·지도형으로 유지 및 신설되고 있다. 농가 보급·지도형 비닐하우스에는 인발파괴에 저항하기 위한 보강 수단으로 소형말뚝 종류 중 하나인 철항이 사용된다. 철항의 인발저항력은 토양의 환경과 철항의 관입 형태에 따라 변화한다. 이번 연구에서는 양토와 사양토에 설치되는 철항의 인발저항력을 토양경도계를 사용하여 유추할 수 있는 상관관계를 제시하였다. 토양의 환경인 함수비와 다짐도에 따른 철항의 인발저항력을 유추하기 위해 흙의 다짐시험과 모형토조시험, 현장시험을 수행하였다. 흙의 다짐도를 간단하게 확인할 수 있는 토양경도계를 사용하여 다짐도를 측정하였으며, 이를 이용하여 흙의 다짐시험과 모형토조의 다짐도에 대한 상관관계를 분석하였다. 또한, 모형토조에서의 철항의 인발저항력으로 현장에서의 인발저항력을 추정하는 상관관계를 제시하였다. 이번 논문의 결과는 환경 변화에 따른 철항의 관입 형태별 인발저항력의 예측에 활용될 것으로 기대된다.

• 한국방재학회 논문집
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• 제4권1호
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• pp.15-24
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• 2004

일반적으로, 2개의 I형 거더로 이루어진 ${\pi}$형거더는 공기역학적으로 불안하여 내풍설계에 있어 매우 불리 한 것으로 알려져 있다. 공기역학적 진동은 구조물의 강성이나 감쇠의 향상, 단면 형상의 연구 등에 의해 억제될 수 있으므로 본 연구에서는 ${\pi}$ 형단면을 가진 4경간 사장교에 대해 영각과 공기역학적 제진장치의 추가로 인한 단면의 변화에 따른 2차원 진동실험을 통하여 공기역학적 특성을 파악하도록 하였다. 등류와 난류에서의 실험결과 본 교량단면은 기본단면만으로도 내풍안정성을 충분히 갖추고 있기 때문에 페어링(Fairing) 및 베플(Baffle Plate) 등의 추가적인 공기역학적 제진장치가 필요하지 않을 것으로 판단된다. 이는 본 교량의 경우 주경간이 230m인 4경간으로 이루어져 있어 비슷한 단면을 가진 교량에 비하여 수직 및 비틀림 진동수가 크고 강성이 크기 때문에 설계풍속 내에서 공기역학적으로 안정한 것으로 보여진다.

• 한국터널지하공간학회 논문집
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• 제20권2호
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• pp.405-421
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• 2018

현재 국내터널에 적용중인 벽면마찰계수는 단순히 외국의 연구결과를 인용하여 사용하고 있는 실정이다. 또한 기존 선행연구들에서는 속도감쇄법을 이용하여 벽면마찰계수를 추정하였으나, 터널 내 수렴풍속이 음수(-)이거나 자연풍의 변화가 있는 경우에는 벽면마찰계수에 대한 추정이 어려운 점이 있었다. 이에 따라 본 연구에서는 기존 속도감쇄법과 더불어 동적 시뮬레이션기법을 적용하여 벽면마찰계수를 추정하였다. 분석결과, 총 9개 터널(양방향 18개 튜브)에 대한 터널 내 마찰계수는 0.011~0.025 정도로 분석되었으며, 평균값은 0.020로 추정되었다. 또한, 본 연구를 통해 정량적으로 획득한 벽면마찰계수를 현재 적용중인 설계기준과 비교하였다.

• 한국의상디자인학회지
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• 제16권1호
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• pp.117-123
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• 2014

This paper examined dyeing using sulfur dye with nylon and the characteristics of high gauge knitting for generating high functionality including light weight, wind resistance and elasticity using fine nylon threads. Yarn tension, stitch field and knitting speed of high and fine gauge knitting were measured. The influence of reducing agents on sulfur dye, optimum dyeing conditions and fastness features in nylon dyeing were analyzed. The analysis results are presented below. When nylon (Hyoseong, 40d/34f) and spandex (Hyoseong, 20d) for use as hosiery yarn were used to knit high gauge and flat weave, 44 gauge, the effective knitting conditions were a stitch field over 8.2cm in 1 course length, yarn tension of less than 5g and knitting speed below 18rpm. Nylon dyeing using sulfur dye showed effective results when a rongalite reducing agent was used at more than 10% o.w.f. and dyeing was maintained at $98^{\circ}C$ for 30 minutes. For dyeing nylon and spandex composite using sulfur dye, color fastness in washing, water, daylight and friction were higher than Class 4 or 5, which indicated a superior property. The analysis results verified that the existing problems in nylon dyeing could be solved by using sulfur dyes that don't use heavy metals due to superior fastness and therefore quality, high gauge nylon knit products could be produced.

• 국제초고층학회논문집
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• 제5권1호
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• pp.21-30
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• 2016

The structural efficiency of tall buildings heavily depends on the lateral stiffness and resistance capacity. Among those structural systems for tall buildings, outrigger system is one of the most common and efficient systems especially for those with relatively regular floor plan. The use of outriggers in building structures can be traced back from early 50 from the concept of deep beams. With the rise of building height, deep beams become concrete walls or now in a form of at least one story high steel truss type of outriggers. Because of the widened choice in material to be adopted in outriggers, the form and even the objective of using outrigger system is also changing. In the past, outrigger systems is only used to provide additional stiffness to reduce drift and deflection. New applications for outrigger systems now move to provide additional damping to reduce wind load and acceleration, and also could be used as structural fuse to protect the building under a severe earthquake condition. Besides analysis and member design, construction issue of outrigger systems is somehow cannot be separated. Axial shortening effect between core and perimeter structure is unavoidable. This paper presents a state-of-the-art review on the outrigger system in tall buildings including development history and applications of outrigger systems in tall buildings. The concept of outrigger system, optimum topology, and design and construction consideration will also be discussed and presented.

• 대한조선학회논문집
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• 제42권1호
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• pp.34-42
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• 2005

An overview of 30 feet sailing yacht design is presented, with an emphasis on the factors contributing to start-up popularization. After prescribing the configurations of the purposed yacht, the design of the hull form with a rudder and a keel, are schematically described. Also the determinations of the dimensions of the sail and rig are performed. Finally this paper is associated with the state-of-the-art of calculating sailing yacht performance as this is performed in velocity prediction program (VPP). The VPP results shows a typical shape of a sailing yacht and the designed yacht has the best performance at 120 degree angle of true wind with 20 knots.

• 한국건축시공학회지
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• 제18권2호
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• pp.161-168
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• 2018

최근에 개발되고 있는 가이드레일형 유리창 청소로봇은 현재 첫 번째 시작품이 제작되어 시험 중인 상황으로, 그 크기와 하중이 최적화 되지 못한 상황이다. 본 연구에서는 현재의 유리창 청소로봇을 개선하고 구조적 안전성을 확보하기 위한 정량적인 데이터를 도출하기 위하여 응력해석을 진행하였다. 유리창 청소로봇의 자중, 풍압 등에 의한 응력을 해석한 결과, 자중에 의한 처짐, 풍속에 대한 항력 등에서 개선의 여지가 있음을 발견하였다. 도출된 해석 결과는 유리창 청소로봇의 설계 개선에 직접 적용될 예정이며, 이를 통하여 설계의 완성도를 높일 수 있을 것으로 기대된다.

• 한국지진공학회논문집
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• 제2권3호
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• pp.111-119
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• 1998

This paper reports a part of research work on earthquake resistance consideration in regions of moderate seismicity, which is being carried out in the Department of Civil Engineering, Hong Kong University of Science & Technology. The possible seismic hazard in Hong Kong, which is located in a region of moderate seismicity, is described. A case study is presented to compare the wind and earthquake effects on Hong Kong buildings and to assess whether seismic analysis and desing is necessary for building structure. Potential problems of reinforced concrete buildings under earthquake effects in regions of moderate seismicity are discussed.

• 한국농공학회지
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• 제42권5호
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• pp.144-150
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• 2000

This study dealt with the comparison of lateral baring capacity for vertical PHC pile between predicted and measured values driven in weathered granite soils to build world cup gymnasium in Kwangju area. Recently, the calculation of horizontal bearing capacity of piles foundation has been considered very important for earthquake or wind resistant design in Korea. During this study , Matlock & Reese, Broms and Chang's methods were selected in prediction of lateral resistant of PHC piles. As for case study, the prediction values were compared with 5 measured ones based on ASTM. The result showed that prediction values proposed by Matlock & Reese , Chang and Broms were smaller that real values. Three proposed methods by Matlock & Reese and Chang based on lateral deflection and Broms by ultimated lateral resistance turned out valid in view of engineering practice.