• 한국산학기술학회논문지
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• 제18권6호
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• pp.21-28
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• 2017

농기계 상하차를 위한 전동 유압 슬라이딩 데크 시스템을 개발하는데 있어 경량화가 필수적이며, 이를 해결하기 위해 덤프 각도에 따른 슬라이딩 데크의 진출길이를 계산하고, 허용가능 각도 중 가강 큰 하중 받는 각도에서 재질과 두께를 변경하며 구조해석을 진행, 최적 두께와 재질을 선정하였다. 먼저 슬라이딩 데크 진출길이 계산식을 도출하기 위해 전체 시스템의 구성을 파악하고, 시스템을 단순화 하는 작업을 시행하였다. 또한 시스템의 입 출력 관계를 파악하기 위해 자유도 계산을 수행 하였고, 단순화한 모델을 이용하여 덤프각도에 따른 슬라이딩 데크의 진출길이 계산식을 도출하였다. 도출한 계산식을 수치해석 프로그램을 이용하여 덤프각도에 따른 슬라이딩 데크 진출길이 계산을 수행하였고, 시스템의 최대 최소 각도에서의 진출길이를 파악 하였다. 신뢰성 확보를 위해 시스템의 축소모형을 제작하여 실험을 통해 계산식을 검증하였다. 슬라이딩 데크 재질과 두께를 결정하기 위해 데크를 단순화 하였고, 데크 제작에 쓰이는 대표적인 재질 두 가지를 선정하였다. 단순화한 모델을 해석 프로그램을 사용하여 최대 하중을 받는 조건에서 두께와 재질에 따른 변형량과 응력을 비교하였다. 해석결과 ATOS80을 이용할 경우 두께를 줄이면서 더 적은 변형량을 가지게 되어 경량화를 이룰 수 있다.

• 한국해양환경ㆍ에너지학회지
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• 제7권4호
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• pp.207-215
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• 2004

최근 육지역에서 새로운 넓은 용지의 확보가 어려워짐에 따라, 이를 해역에서 찾으려 하는 경향이 나타나고 있으며, 이러한 개발은 개발이 예정된 주변 연안역에 광범위한 해빈변형문제를 야기할 위험이 있다. 따라서 인공섬 등과 같은 외해 구조물을 계획할 경우에는 구조물 건설이 인접 해역의 해빈변형에 미치는 영향을 사전에 적적히 예측할 필요가 있다. 본 연구는 연안역의 침식을 포함한 해빈변형예측모델의 개발을 목적으로, 3차원 이동상 실험을 수행하여 외해 구조물 배후의 표사이동 양상을 분석한 것이다. 실험을 통하여, 외해 구조물 배후의 해빈변형에서 해안선측과 수심역의 해빈변형 기구가 상호 독립되어 있음을 밝혔다. 구체적으로는 소상대를 포함하는 해안선측은 등심선에 대한 파의 입사방향에 대응하는 표사이동이 탁월하며, 수심역에서는 파의 왕복운동에 의한 소류 및 부유사가 해빈류에 지배되어 이동하고, 양자는 해빈에서 형성되는 부분 중복파와 연관된 특정 경계를 기준으로 서로 분리되어 이동함을 규명하였다. 이들 실험 결과는 해빈변형모델의 개발에서 중요한 열쇠를 제공하리라 사료되며, 또한 기 개발된 모델의 검정자료로써도 활용될 수 있으리라 기대된다.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2005년도 춘계학술대회 논문집
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• pp.90-95
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• 2005

To perform the finish outside-diameter grinding process of ferrules which are widely used as fiber optic connectors, a high-precision centerless grinding machine is necessary. In this study, the thermal characteristics of the high-precision centerless grinding machine such as the temperature distribution, temperature rise and thermal deformation, are estimated based on the virtual prototype of the grinding machine and the heat generation rates of heat sources related to the machine operation conditions. The reliability of the predicted results is demonstrated by the temperature characteristics measured from the physical prototype. Especially, the predicted and measured results show the fact that the high-precision centerless grinding machine consisted of the hydrostatic GW and RW spindle systems, hydrostatic RW feeding mechanism, RW swivel mechanism, on-machine GW and RW dressers, and concrete-filled steel bed, has very stable thermal characteristics.

• 한국농공학회지
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• 제38권1호
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• pp.79-89
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• 1996

It is expected that the soil hehaviours in the seahed subjected to cyclic wave loads are much different from that on the ground Cyclic shear stresses developed below the ocean bed as a result of a passing wave train may progressively build up pore pressure in certain soils. Such build-up pore pressure may be developed dynamic behaviour such as liquefaction and significant deformation of the seabed. Currently available analytical and testing methods for the seabed subjected to cyclic wave loads are not general. The purpose of the study are to provide a test method in laboratory and to analyse the mechanism of wave-induced stresses and liquefactions potentials of the unsaturated silty marine sand. It is showed that the test set-up made especially for this study delivers exactly oscillatory wave pressures of the form of sine function. Laboratory test results defining the cyclic shear strength of the unsaturated porous medium that is homogenously sedimented. It is understood that the pore water pressure due to induced-waves is not accumulated as the wave number increases but reveals periodical change on the still water surface. The magnitude of the pore water pressure tends to be attenuated radically with a certain time lag under the action of both high and low waves as depth increases.

• 한국농공학회논문집
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• 제54권6호
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• pp.77-87
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• 2012

Recently, Load and Resistance Factor Design (LRFD) based on reliability analysis has become a global trend for economical and rational design. In order to implement the LRFD, quantification of uncertainty for load and resistance should be done. The reliability of result relies on input variable, and therefore, it is important to obtain exact uncertainty properties of load and resistance. Since soil stress is the main reason causing the settlement or deformation of ground and load on the underground structure, it is essential to clarify the uncertainty of soil stress distribution for accurately predict the uncertainty of load in LRFD. In this study, laboratory model test on silty sand bed under probabilistic load is performed to observe propagation of upper load uncertainty. The results show that the coefficient of variation (COV) of soil stress are varied depending on location due to non-linear relationship between upper load increment and soil pressure increment. In addition, when the load uncertainty is transmitted through ground, COV is decreased by damping effect.

• 한국전산유체공학회지
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• 제21권1호
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• pp.110-116
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• 2016

The present study numerically investigated the deformation of the interface of two-phase fluids flow in a blast furnace. To simulate three-dimensional(3D) incompressible viscous two-phase flow in the furnace filled with the air and molten iron, the volume of fluid(VOF) method based on the finite volume method has been utilized. In addition, the porous medium with the porosity has been considered as the bed of the particles such as cokes and char etc. For the comparison, the single phase flow and the two-phase flow without the porosity have been simulated. The two-phase flow without porosity condition revealed the smooth parabolic profile of the free surface near the outlet. However, the free surface under the porosity condition formed the viscous finger when the free surface was close to the outlet. This viscous finger accelerated the velocity of the free surface falling and the outflow velocity of the fluids near the outlet.

• Geomechanics and Engineering
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• 제9권2호
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• pp.219-241
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• 2015

In this paper, a series of repeated load tests were carried out on a 150 mm diameter plate simulative of vehicle passes, to demonstrate the benefits of soil-rubber shred mixture in decreasing the soil surface settlement of road embankment. The results show that the efficiency of rubber reinforcement is significantly a function of the rubber content, thickness of rubber-soil mixture and soil cap thickness over the mixture. Minimum surface settlement is provided by 2.5% of rubber in rubber-soil mixture, the thickness of mixture layer and soil cap of 0.5 times the loading surface diameter, giving values of 0.32-0.68 times those obtained in the unreinforced system for low and high values of amplitude of repeated load. In this installation, in contrast with unreinforced bed that shows unstable response, the rate of enhancement in settlement decreases significantly as the number of loading cycles increase and system behaves resiliently without undergoing plastic deformation. The findings encourage the use of rubber shreds obtained from non-reusable tires as a viable material in road works.

• Design & Manufacturing
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• 제10권2호
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• pp.50-54
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• 2016

In the semiconductor industry the final products were checked for several environments before sell the products. The burning test of memory and chip was implemented in reliability for all of parts. The memory and chip were developed to high density memory and high performance chip, so circuit design was also high integrated and the test bed was needed to be thin and fine pitch socket. LGA(Land Grid Array) IC socket with thin wall thickness was designed to satisfy this requirement. The LGA IC socket plastic part was manufacture by injection molding process, it was needed accuracy, stiffness and suit resin with high flowability. In this study, injection molding process analysis was executed for 2 and 4 cavities moldings with runner, gate and sprue. The warpage analysis was also implemented for further gate removal process. Through the analyses the total deformations of the moldings were predicted within maximum 0.05mm deformation. Finally in consideration of these results, 2 and 4 cavities molds were designed and made and tested in injection molding process.

• 한국농촌건축학회논문집
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• 제6권3호
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• pp.63-74
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• 2004

This study is focusing on the Nagan Folk Village, primarily because of its historical and cultural values. The purpose of this study, accordingly, analysis the fact of the dwelling change through spot-survey and case-investigation, and is to find a way to improve for the rational preservation of the traditional dwelling analyzing on the actual condition and the reason for such changes in the Nakan Folk Village. The dwelling change is stemmed from the physical factors, and some modifications of internal composition, exterior formation, building equipment. As a result, The changes of internal composition are included in the reduction of garnering room, the enlargement of bed/service room, the establishment of mechanical room. The changes of exterior formation with structural material are included in the glass door for the internalization of 'TOEMARU', the extra glass door for the brightening of room, the cement plastering for the endurance of wall. The changes of building equipment are included in the establishment of oil-boiler, wash closet, sink for convenient life All houses should be graded on their qualitative value, managed in a cycle. And its own criterion for acceptable deformations should be established.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2009년도 춘계학술대회 논문집 특별세미나,특별/일반세션
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• pp.641-646
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• 2009

Concrete tracks are superior to ballast tracks in the aspect of durability, maintenance and safety. However, deteriorated stiffness of railroad bed and settlement of soft ground induced by trapped or seepage water lead to problems in safety of train operation. In this research, characteristic stiffness of concrete tracks, which is determined from FRACTAL (Flexural-Rigidity Assessment of Concrete Tracks by Antisymmetric Lamb Waves) technique, was employed as an index of track displacement. The characteristic stiffness is defined using Poisson's ratio, moment of inertia and stiffness ratio of subgrade to slab. To verify validity and reliability of the proposed characteristic stiffness, experimental and theoretical researches were performed. Feasibility of the characteristic stiffness based on FRACTAL technique was proved at a real concrete track for Korean high-speed trains. Validity of the FRACTAL technique was also verified by comparing the results of impulse-response tests performed at the same measurement array and the results of SASW tests and DC resistivity survey performed at a shoulder nearby the track.