• Journal of Mechanical Science and Technology
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• 제14권6호
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• pp.590-596
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• 2000

Cause of excessive vibration with twice the rotational speed of a two-pole generator rotor for the fossil power plants was investigated. The two-pole generator rotor, treated as a typically asymmetric rotor in vibration analysis, produces asynchronous vibration with twice the rotational speed, sub-harmonic critical speeds, and potentially unstable operating zones due to its own inertia and/or stiffness asymmetry. This paper introduces a practical balancing procedure, and presents the results of the investigation on sources of the excessive vibration based on the experimental vibration data of the asymmetric two-pole rotor in balancing.

• Journal of Microbiology and Biotechnology
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• 제18권8호
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• pp.1470-1474
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• 2008

Nitrospira is a dominant member of nitrite-oxidizing bacteria (NOB) in nitrifying bioreactors as well as in natural habitats. In this study, Nitrospira NOB were investigated in the two nitrifying reactors operated with high and low dissolved oxygen (DO) concentrations for a period of 300 days. Phylogenetic and terminal restriction fragment length polymorphism analyses based on 168 rRNA gene sequences revealed that the Nitrospira community compositions of the two reactors during the early period related to group 1 and half of the Nitrospira community composition shifted to group 2 in the high-DO reactor after day 179, although there was no significant change in the low-DO reactor. These results suggested that DO was an important factor affecting Nitrospira community compositions in the nitrifying reactors.

• 콘크리트학회논문집
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• 제23권3호
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• pp.303-310
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• 2011

복합 트러스교는 강재 박스 교량이 주류를 이루고 있는 우리나라 중지간 교량의 형식적 대안이 될 수 있는 구조 형식이다. 이러한 복합 트러스교의 핵심 기술은 강관과 콘크리트 슬래브를 연결하는 격점 구조이며 일본 등에서는 시공 회사별로 고유의 격점 구조를 개발하여 실험적 검증을 통해서 실교량에 적용해 오고 있다. 이 연구에서도 힌지형 격점 구조를 제안하고 이에 대한 정적인 구조 성능을 이미 검증한바 있으며 피로 실험을 통해 구조 상세를 개선하고 피로 성능을 검증하였다. 복합 트러스 거더에 대한 피로 실험 결과 정적인 구조 성능이 입증된 격점 구조라고 하더라도 매입된 연결판이 충분히 피로 파괴를 나타낼 수 있으며 이를 방지하지 하기 위한 구조 상세 개선 방안으로 perfobond 강재를 사용하는 방법과 강관에 원형 리브를 부착하는 방법을 제시하였다. 그리고 해석적 방법을 통해 강관에 원형 리브를 부착하는 방법이 격점부 강재 물량 증가시키지 않으면서도 피로 성능 개선에 효과적이라는 것을 입증하게 되었으며, 추가적인 격점 구조 피로 실험을 통해 피로 성능을 검증하였다. 따라서 이 연구에서 제안된 힌지형 격점 구조는 원형 리브를 부착하고 충분한 매입 깊이를 확보해 준다면 정적 구조 성능 뿐만 아니라 피로 성능도 확보되어 실제 복합 트러스 교량에서 유용하게 활용될 수 있을 것으로 사료된다.

• Journal of Advanced Marine Engineering and Technology
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• 제40권9호
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• pp.749-755
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• 2016

본 연구에서는 고가의 3-D 로드셀을 대체하기 위해 1축 압축 로드셀 배열을 사용한 새로운 픽 커터 3축 절삭력 측정방법을 제안하였다. 제안한 절삭력 측정방법은 4개의 1축 압축 로드셀과 숄더 볼트를 통해 기계적 구속을 만들어 3축 절삭력을 측정할 수 있다. 유한요소해석을 통해 제안한 새로운 절삭력 측정방법을 타당성을 확인하였으며, 최종적으로 실제 선형 암반절삭 시험을 통해 제안한 새로운 측정방법의 3축 힘 측정 정확도를 확인하였다. 시험 결과 새로운 절삭력 측정방법은 상대오차가 약 6% 이내이므로, 기존의 3-D 로드셀을 대체할 수 있음을 확인하였다. 더불어, 기존 고가의 3-D 로드셀 대비 약 20-30%의 비용만으로 구축 가능하므로 절삭력 측정에 사용되는 비용을 크게 줄일 수 있다.

• 한국기계가공학회지
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• 제20권12호
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• pp.44-53
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• 2021

As environmental issues have emerged worldwide, emission gas regulations have been strengthened. In the construction machinery sector, studies have been actively conducted to utilize the power source of electric motors owing to the increasing demand for zero emissions. In this study, the gear specifications of an electric axle for construction machinery were selected by considering the specifications of the motor, gear tooth contact pattern, and face load factor. The gear strength evaluation was performed at the system level using the simulation model. The bending and contact strength of the spiral bevel gears and the bending strength of the planetary gear set showed a safety factor of 1 or more. However, the contact strength of the planetary gear set showed a safety factor of 0.92. Conservative results were derived by performing the analysis under the rated load condition of the motor. However, the ratio of the equivalent torque to the rated torque of the motor was 45% or less, hence, it was determined that no difficulties should arise regarding the durability of the axle.

• 대한기계학회논문집
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• 제15권2호
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• pp.497-506
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• 1991

In this paper, a new construction for training simulator of R/C helicopter based on two types of servo controller is proposed. Two modified algorithms (algorithm I and II) for servo controller design are presented. Algorithm I is developed by adopting Davison's method in the case that the expressions for the homogeneous differential equations of reference input and disturbance are different types, and algorithm II is done by considering error weighting function for the servo controller of algorithm I . The linear fractional transformation method is incorporated in both design methods in order to assign the closed loop poles of the servo system in a specified region. The helicopter simulator is composed by the gimbals with two freedom of rolling and pitching. The reliability and validity for the design methods of the proposed servo controller are investigated through the practical experiment for the simulator by using 16bits micro-computer with A/D and D/A converters. It can be observered from the experimental results that the proposed servo controller is applicable to practical plants since the simulator is robust for the arbitrary disturbance and it follows to the given reference input without significant steady state error.

• Steel and Composite Structures
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• 제17권6호
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• pp.891-906
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• 2014

This study aims to present a three dimensional finite element model to investigate the wave propagation in a concrete filled steel tubular column (CFSC) due to transient impact load. Both the concrete and steel are regarded as linear elastic material. The impact load is simulated by a semi sinusoidal impulse. Besides the CFSC models, a concrete column (CC) model is established for comparing under the same loading condition. The propagation characteristics of the transient waves in CFSC are analyzed in detail. The results show that at the intial stage of the wave propagation, the velocity waves in CFSC are almost the same as those in CC before they arrive at the steel tube. When the waves reach the column side, the velocity responses of CFSC are different from those of CC and the difference is more and more obvious as the waves travel down along the column shaft. The travel distance of the wave front in CFSC is farther than that in CC at the same time. For different wave speeds in steel and concrete material, the wave front in CFSC presents an arch shape, the apex of which locates at the center of the column. Differently, the wave front in CC presents a plane surface. Three dimensional effects on top of CFSC are obvious, therefore, the peak value and arrival time of incident wave crests have great difference at different locations in the radial direction. High-frequency waves on the waveforms are observed. The time difference between incident and reflected wave peaks decreases significantly with r/R when r/R < 0.6, however, it almost keeps constant when $r/R{\geq}0.6$. The time duration between incident and reflected waves calculated by 3D FEM is approximately equal to that calculated by 1D wave theory when r/R is about 2/3.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.1275-1282
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• 2005

This paper deals with the numerical study for excavation crossing the fault zone and the change of support pattern in field. The numerical analyses by FLAC program were performed to evaluate the suitable support pattern influenced by the width of Fault Zone, considering rock mass condition(RMR classification). Based on the results, it is found that partial reinforcement or degrading support pattern is suitable, when the width of Fault is under 3m. But when the width of Fault is more than 6m(0.5D), extra support pattern for fault zone is acceptable. At field, this result is generally used as a guide in the construction of roadway tunnel, but it is also possible to vary this assessment along the condition of fault.

• 자원환경지질
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• 제46권5호
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• pp.469-476
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• 2013

신정부 출범과 함께 박근혜 정부 140대 국정과제가 발표되었으며 미래창조과학부, 산업통상자원부, 해양수산부, 국토교통부, 환경부 등의 정부부처 또한 업무계획을 발표하였다. 정부 정책의 변화를 분석하고 그에 따른 연구개발을 추진하는 것은 공공 연구개발 기관의 주요 임무일 것이다. 이에 본고에서는 신정부의 R&D 정책 변화와 지질자원 관련 정부부처 R&D 정책 방향 및 전략 계획을 분석하였다. 분석 결과 일자리 중심의 창조경제와 안정 통합의 사회 구축을 위해 창조경제 생태계 조성, 창의와 혁신을 통한 과학기술 발전, 융합확산을 통한 성장동력 창출 및 안정적 에너지 시스템 구축, 환경창조산업 육성, 국민이 행복한 국토 창조를 실현하고자 하는 것을 확인할 수 있었다. 지질자원 분야에서도 원천기술/융복합기술을 중심의 새로운 가치를 창출하고, 미래 환경변화 트렌드와 고객 니즈에 부합하는 창의적 과제 발굴이 요구된다.

• Corrosion Science and Technology
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• 제8권3호
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• pp.119-125
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• 2009

Corrosion assessment has a number of uses but the use considered here is as a precursor to Risk-Based Inspection (RBI) planning. Systematic methods consisting of technical modules of RBI program were used to assess the effect of specific corrosion mechanism on the probability of failure in equipments of petrochemical plants. Especially in part of the damage and corrosion assessment, screening step involved evaluating the combinations of process conditions and construction materials for each equipment item in order to determine which damage mechanisms are potentially active. For general internal corrosion, either API 510 or API 570 was applied as the damage rate in the calculation to determine the remaining life and inspection frequency. In some cases, a measured rate of corrosion may not be available. The technical modules of RBI program employ default values for corrosion, typically derived from published data or from experience with similar processes, for use until inspection results are available. This paper describes the case study of corrosion and damage assessment by using RBI methodology in petrochemical plant. Specifically, this paper reports the methodology and the results of its application to the petrochemical units using the $KGS-RBI^{TM}$ program, developed by the Korea Gas Safety Corporation to suit Korean situation in conformity with API 581 Codes.