• Design & Manufacturing
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• v.15 no.4
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• pp.1-7
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• 2021

A study on in-mold punching technology for hole piercing during molding of hollow plastic parts was conducted. Considering the non-linearity of the HDPE plastic material, mechanical properties were obtained according to the change in temperature and load speed. A standard specimen for the in-mold punching test was designed to implement the in-mold punching process, and the specimen was obtained through injection molding. In order to analyze the influence of process variables during in-mold punching, an in-mold punching mold capable of controlling variables such as temperature and support pressure of the specimen was designed and manufactured. Mold heating characteristics were confirmed through finite element analysis, and punching simulations for changes in process conditions were performed to analyze punching characteristics and reflected in the experiment. Through simulations and experiments, it was found that the heating temperature, punch shape, punching speed, and pressure of the back side of the specimen were very important during in-mold punching of HDPE materials, and optimal conditions were acquired within a given range.

• Journal of the Korea Institute of Building Construction
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• v.13 no.5
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• pp.482-490
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• 2013

Although the flat plate system is an efficient structural type due to the simplicity of its construction, the low story height, and the various plan design, the slab-column connections are vulnerable to punching shear failure from gravity load and eccentric shear failure from lateral load. To prevent the structure collapse, various construction methods of slab-column connection reinforcement are developed but none of these satisfies all of structural performance, economics, and constructability. This paper presents the reinforcement of slab-column connection with lattice bars. The structural performance is confirmed with the interior slab-column connection tests subjected to cyclic loading, and the economic feasibility is demonstrated from the structural design under the same condition with lattice bars, stud rails, and stirrups.

• Journal of the Korean Geotechnical Society
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• v.35 no.12
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• pp.59-67
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• 2019

With the increasing use of geotextile mats in dredging and reclaiming work and coastal construction, the assessment of bearing capacity in soft ground has become an important evaluation index for negligent accidents. The review of the allowable bearing capacity of soft ground consisting of inhomogeneous layers by laying geotextile mats and sand mat layers for soft ground improvement is generally compared with the equation of Meyerhof (1974) and Yamanouchi (1985). Mayerhof formula results in economic loss due to underestimation of bearing capacity, and Yamanouchi (1985) formula does not take into account negligent accidents for punching shear failure, so rather high bearing capacity is evaluated. It is considered that economic feasibility and stability will be ensured by proposing a modified formula to calculate the appropriate bearing capacity by applying the seam tensile strength of the geotextile mat to the design standard of soft ground improvement.

• Transactions of the Korean Society of Mechanical Engineers
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• v.17 no.5
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• pp.1106-1114
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• 1993

A composite material is composed of a reinforcement and a matrix, which determine mechanical characteristics of the molded part. There is no doubt that the properties of a composite material depend not only on the characteristics of the matrix but also on the structure of glass fiber mat and a fiber type of reinforcement. Therefore it is very important to study the composites of reinforcement and the matrix, and to control the fiber type in the process of molding of composite materials. In this study, the specimen was made of a glass fiber mat of 6-7mm thickness by scattering it in the air after cutting the glass fiber mat with needle punching makes change according to the type of needle and the number of times of stretching. First the sheet was made by means of a hot-press after accumulating a matrix and a glass fiber according to each mat structure of glass fiber. It was heated the manufactured sheet with the dry oven and molded it a secondary high temperature compression by a 30 ton oilhydraulic press. A definition of a correlation coefficient is showed up during this period and find it out with the relation of the fiber-matrix separation and the fiber orientation. We studied effects of the glass fiber mat structures on the correlation coefficient.

• Journal of the Korean Recycled Construction Resources Institute
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• v.6 no.1
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• pp.66-71
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• 2018

In general, when an existing pier is enlarged and reinforced using a small diameter pile, bonded anchor with deformed reinforcing bars is used to maintain the integrity of the joint. However, in the case of bonded anchors, the performance depends largely on the type of joint material. Nevertheless, unlike mechanical anchors, there is no standard method for designing appropriate design methods and proper performance evaluation. Therefore, in this study, the performance of the anchoring anchor was evaluated by performing a model experiment using the reinforcing bars and anchor reinforcing bars. Experimental results show that the structural performance of the unbonded specimen is the best, and the failure mode is the punching shear failure. The deflection of the end of the member is smaller than that of the unconnected member, The deflection of the connected member is larger than the deflection of the small connected member. As the load increases, the possibility of slippage of the anchor steel or fold connection rebar is high.

• Proceedings of the Korean Society of Dyers and Finishers Conference
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• 2011.03a
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• pp.90-90
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• 2011

스텔스 기능성 섬유의 위장은 주간의 경우, 육안 및 망원경 관측에 의해 결정되며 주변자연환경 color matching과 패턴이 핵심 스텔스 요인으로 구성되고, 가시광선 영역 스텔스로 표현할 수 있으며, 군 위장 체계에 있어 기본이 되는 기술 분야로 모든 군 위장제품에 활용되는 필수적인 기술 분야이다. 따라서 가시영역의 위장은 다양한 색상의 위장포와 포의 펀칭 등에 의한 파형특성을 부여하고 주위환경과 특성 조화를 이룸으로써 대상을 위장한다. 주요인자는 색상별 색도, 색차이다. 야간 위장은 근적외선 관측 장비의 탐지에 의해 결정되며 주변자연환경 NIR 반사율과 위장제품의 NIR 반사율 저하/제어기술이 핵심 스텔스 요인으로 구성되고, 근적외선(NIR) 영역 스텔스로 표시할 수 있으며, NIR 스텔스는 대개의 경우 기본적으로 섬유제품이 NIR 영역에서 높은 반사율을 나타내므로 NIR 반사율 저하/제어기술이 핵심이라 할 수 있다. 따라서 근적외선 영역(600~1250nm)의 적외선 반사특성을 산림지역의 반사특성과 조화시켜 위장효과를 부여한다. 위장포에서는 적외선 흡수 색소를 사용하여 적절한 반사특성을 나타나게 해야 한다. 위장용섬유가 detector의 탐지에서 벗어나려면 현재 700~1250nm의 근적외선파장영역에서 주변환경과 유사한 반사율을 지녀야한다. 이에 본 연구에서는 "숲 연구소" 및 서울대학교 "지반공학연구실"의 자문을 받아서 우리나라에서 가장 많이 존재하는 자연환경시료를 선정하여, 선정된 시료의 근적외선영역에서의 반사율을 분석하였다. 자연시료는 산간, 해안, 평야지형으로 각각 구분하여 주변 자연지형에 따른 자연시료의 근적외선영역의 반사율값을 비교하였다. 북한산에서 산간지형의 시료를 채취하였고, 해안지형의 시료는 강화도 동막해수욕장 부근, 평야지형의 시료는 인천 강화도 평야지역에서 채취하여 분석하였다. 비교분석한 지형별 자연시료의 근적외선 반사율값의 데이터베이스구축을 통하여 기존의 위장복과의 비교 적용 및 차후 개선사항 등을 검토하고자 한다.

• Proceedings of the Korean Society of Dyers and Finishers Conference
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• 2011.03a
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• pp.83-83
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• 2011

나노섬유는 마이크로 섬유에 비해 $10^3$배 정도의 넓은 표면적을 가지며, 다른 섬유와 비교하여 유연성, 투습성과 같은 특성이 우수하다. 나노섬유의 제조방법은 여러 가지가 있으나, 상용화의 가능성, 적용 고분자의 다양성, 제조공정의 단순성, 다양한 제품기술에의 응용성 등을 고려하여 선택하여야 한다. 나노섬유의 제조기술은 방법에 따라 전기방사, 복합방사, 멜트블로운 공정, 에어레이드 공정, 습식 공정 등으로 나눌 수 있다. 전기방사 등 나노섬유를 대량생산하여 상용화하려는 노력을 지속적으로 하고 있으나 나노섬유의 염색가공에 관련되어 기술적 한계로 제품전개에 많은 어려움을 겪고 있다. 그리하여 본 연구에서는 나노섬유 단독으로 제품화하기에는 강도 등의 문제로 PET에 워터펀칭한 복합소재로 개발하여 900nm 이하의 나노섬유에 대한 최적의 날염조건과 현장적용 생산기술을 개발하고자 하였다. 나노섬유 복합소재에 대하여 Brown, Red, Blue, Black 색상의 안료와 Urethane, Rubber, Acrylic, Eco Binder를 사용하여 날염 실험하였으며, 최적의 조건으로 현장생산에 적용하여 생산하였다. 안료의 고착성을 높여 날염성과 염색견뢰도를 증진시키기 위하여 원적외선 열처리기를 개발하여 현장생산에 접목시켰다. 원적외선 열처리기는 벙커C유 또는 가스 등을 사용하는 텐터나 증열기와는 다르게 전기를 에너지원으로 하여 원적외선 램프를 이용한 건열시스템의 형태로 저공해 및 그린 형태의 열처리기 시스템으로, 섬유에 대한 원적외선의 조사거리, 원적외선 램프의 간격, 적용 온도, 원단이송 속도 등에 따른 최적의 원적외선 열처리기 날염조건을 설정하였다. 바인더에 따른 날염성은 우레탄계 바인더를 사용하였을 경우에 가장 선명하고 깊은 색상을 보였으며, 아크릴계 바인더의 경우가 가장 낮은 색상을 보였으며 염색견뢰도는 대체적으로 양호한 결과를 얻었다. 그리고, 최근 환경적인 추세에 맞추어 에코 바인더를 사용하여 날염한 결과 염색성과 내구성 등은 우레탄계와 아크릴계 바인더의 중간 정도의 결과를 보였다.

• Journal of Ocean Engineering and Technology
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• v.30 no.6
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• pp.474-483
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• 2016

Accidental events such as collisions, groundings, and hydrocarbon explosions in marine structures can cause catastrophic damage. Thus, it is extremely important to predict the extent of such damage, which determines the total amount of oil spills and the residual hull girder strength. Punching fracture tests were conducted by Choung (2009b), where various sizes of indenters and circular unstiffened steel plates with different thicknesses were used to quasi-statically realize damage extents. A three-dimensional fracture strain surface was developed based on a reference (Choung et al., 2015b), where the average stress triaxiality and average normalized Lode angle were used as the parameters governing the fracture of ductile steels. In this study, new numerical analyses were performed using very fine axisymmetric elements in combination with an Abaqus user-subroutine to implement the three-dimensional fracture strain surface. Conventional numerical analyses were also conducted for the tests to identify the best fit fracture strain values by changing the fracture strains. Based on the phenomenon of the average normalized Lode angle starting out positive and then becoming slightly negative, it was inferred that the shear stress primarily dominates in determining the fractures locations, with a partial contribution from the compressive stress. It should be stated that the three-dimensional fracture surface effectively predicted at least the shear stress-dominant fracture behavior of a mild steel.

• Journal of the Korea Concrete Institute
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• v.14 no.1
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• pp.83-91
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• 2002

A common form of construction for apartment buildings consists of walls and coupling elements. But, the structural behavior of coupling elements are very complex and affected by the properties of coupling elements. The objective of this study is to estimate the behavior of coupling elements in wall-dominant systems. For the purpose of this study, two wall-slab specimens and two wall-beam specimens were tested. The specimens with different reinforcement layouts were subjected to reversed cyclic loading, consistent with coupling action, with increasing imposed inelastic deformations. From the results of this study, 1) in coupling slabs, the stresses were not uniform across the width, 2) the effective width of coupling slabs was found smaller than that of predicted from previous studies, 3) diagonally reinforced coupling beam with slab showed larger ductility and more amount of energy dissipation to be attained compared with conventionally reinforced coupling beam.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.9 no.3
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• pp.628-631
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• 2008

A company needs to maintain its machines always workable in order to keep the manufacturing time minimal. If any troubles occur, they should be fixed as soon as possible. But, the complexity of modern machines make the trouble shooting difficult. So, it is important that the monitoring system for automated production system to fix every trobule easily. In this paper new, inverter control system for TG feedback a formula Control was developed. The motor control system with TG feedback controller as an effect of load disturbance, it is very difficult to guarantee the robustness of control system. The function of the implementation are 7G feedback type, and temperature scheme. The Inverter Control System approach is based on master-slave control concept. To show validity of the developed new inverter control system, severial experiments are illustrated.