• Journal of the Korea institute for structural maintenance and inspection
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• v.11 no.5
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• pp.197-211
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• 2007

The deteriorated PSC Beam bridge is necessary improved reinforcement method. In the study, it is proposed the box reinforcing method which could make the stiffness of the PSC Beam bridges increase more stably through the secondary composition effect of open type PSC Beam bridge's girder which is converted into the consolidation box type and the half panel is formed between the lower flange of the PSC Beam about the deteriorated PSC Beam bridge suffering the capacity decline. In case the proposed reinforcement method combine with the existed external prestressed method, the close analysis depending on the time is conducted by the construction stage because of searching the effect of reinforcement quantitatively. The reinforcement method of the box type which is proposed an efficiency improvement in objective in application case, by a reinforcement method after proposing the whole and bend sectional reinforcement method, against a each reinforcement method evaluated the upward camber which it follows in secondary composite effect and a member stress characteristics. Also, the structural safety of PSC Beam bridge is evaluated quantitatively by examining of rating factor through load carrying capacity evaluation.

• Journal of the Korean Society of Industry Convergence
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• v.7 no.4
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• pp.433-441
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• 2004

This paper presents a strategy for the quality assurance of the continuous preflex composite girder bridge through the camber management of the girder during construction. The construction stages which require welding, balanced preflexion loads at the ends, etc. may cause unexpected large deformation to the preflex girder. Furthermore, these defects can be detected by measurements and analyses of the girder behavior which is sometimes time consuming. In the present study, preflex girder's camber data at equally spaced nodes in each construction stage are obtained and analyzed for the quality control of thee span continuous preflex girder composite bridge.

• 한국신재생에너지학회:학술대회논문집
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• 2008.05a
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• pp.282-285
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• 2008

NREL Phase VI 12% 축소모델을 사용한 표준풍력터빈 풍동시험은 2006$\sim$2007년에 수행되었다. 1,2차 풍동시험은 복합재 및 알루미늄 블레이드를 사용하여 블레이드 제작정밀도 및 표면상태에 의한 영향을 파악하기 위해 수행되었다. 3차 풍동시험은 축소효과보상기법 개발을 위해 수행되었다. Bo-105 40% 모델에 사용된 코드확장기법을 적용하여 15% 코드확장 블레이드를 사용하여 풍동시험을 수행하였다. 시험결과 코드확장기법을 적용할 경우 풍속에 대한 토크 기울기는 실물모델과 잘 일치하나, 최대토크 대비 8%정도 간극을 나타내고 있다. 풍력터빈 블레이드와 같이 캠버가 큰 익형을 사용하는 회전체에 대한 수정된 보상기법을 적용할 경우 이러한 간극은 보상될 수 있다.

• Tribology and Lubricants
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• v.26 no.1
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• pp.56-60
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• 2010

Contact pressure occurs whenever two surfaces contact between cam and roller. Especially excessive pressure peaks occur at the ends of the contact region. Such as scuffing or pitting will be induced when these operating conditions continuously occur on the surface. Camber effect is given to reduce damage by changing the shape of roller. The objective of this paper is to calculate contact pressure distribution by using a contact analysis considering camber and tilting angle. These results predict that camber effect of all machine components have influence on contact pressure distribution.

• 한국신재생에너지학회:학술대회논문집
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• 2007.06a
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• pp.400-403
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• 2007

소형 풍력터빈 설계 시 고려해야 할 익형의 선택, 익형의 붙임각 및 Solidity 등이 터빈의 성능에 미치는 영향을 고찰하였다. 한 개의 익형에 대한 공력계수를 이용하여 수학적 모델링을 통하여 최적 붙임각을 예측하여 경향을 파악하였다. 받음각에 따른 익형의 공력특성을 CFD 기법으로 파악한 후 5개의 Blade를 갖는 Turbine의 성능을 익형의 붙임각에 따라 파악하여 최대 성능을 갖는 붙임각을 최종 산출하였다. 익형 선정시 받음각에 대한 양력/항력 곡선을 이동시키는 캠버 익형의 기능보다는 항력 대양력의 비(L/D) 가 최대인 익형을 선정하는 것이 더욱 중요하며, Blade수가 적을수록 Torque의 양은 증가하고 Blade가 6이상이변 효율이 급격히 감소함을 알 수 있다.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2001.04a
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• pp.719-722
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• 2001

Paraglider has been used for a good air sports instrument by many people in the world though its short history. And manufacturers have improved it continuously. It has the great growth from the first model like parachute to the latest model that has the extreme speed, but we can improve it in more parts. In this paper, we will show the method which can improve its performance by using Axiomatic Approach.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2006.10a
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• pp.393-394
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• 2006

• Transactions of the Korean Society for Noise and Vibration Engineering
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• v.21 no.10
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• pp.875-882
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• 2011

In this paper, the finite element analysis model of the mult-axial wheel durability test configuration is created using SAMCEF. Mooney-Rivlin 2nd model is applied to the tire model, and the variation of the air pressure inside the tire is considered. Vertical load, lateral load and camber angle are applied to the simulation model. The tire rotates because of the friction contact with a drum, and reaches its maximum speed of 60 km/h. The dynamics stress results of the simulation and experiment are compared, and the reliability of the simulation model is verified.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 1996.11a
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• pp.598-602
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• 1996

This study is performed for investigating the effects of stripping and counter punching force on shearing characteristics in fine blanking, such as camber, burr-height and dimensional accuracy, etc by experiments. Conventional hydraulic press equipped with specially designed hydraulic unit is used for experiments so that both the stripping force and counter punching force are arbitrarily adjusted according to experimental conditions. Two kinds of materials, hot rolled steel sheet(1mm, 3mm) and pure aluminum(1mm, 3mm) are selected in order to examine the influence of strength and thickness of working materials in blanking of T-shaped products. Based on the experimental results of this study, it can be concluded that the finely cut surface of sheared blank can be obtained even in conventional hydraulic press if additional equipments and special dies are employed.

• Transactions of Materials Processing
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• v.17 no.2
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• pp.107-112
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• 2008

In order to investigate the residual stress evolution during the leveling process of hot rolled high strength coils for cold forming, the in-plane residual stress of plate sampled at SPM, rough leveler and finish leveler were measured by cutting method. Residual stress was localized near the edge of plate. As the thickness of plate was increased, the size of residual stress region was expanded. The gradient of residual stress within the plate was reduced during the leveling process. But the residual stress itself was not removed completely within the ranges of tested conditions. The exact camber of cut plate was able to be predicted by the measurement of residual stress distribution after leveling of the plate.