• Journal of the Korea institute for structural maintenance and inspection
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• v.15 no.2
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• pp.116-124
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• 2011

To purpose of this study is to develop the new type of precast concrete baseplate which is only for bimodal tram. The experiments with real size specimens, which are hollowed precast baseplate, prove the efficacy of new designed baseplate by comparing with the result of RCAHEST. Through tests progressed according to different loading locations, the specimens show the stability by the safety factor of 8~9. Also the results of RCAHEST that is the nonlinear finite element method program, appropriately estimate the occuring crack on concrete, yielding reinforcement and ultimate behavior at failure.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.249-252
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• 2008

A study for the nonlinear analysis method of RC(Reinforced Concrete) beams with unbonded prestressing CFRP plate is presented. The cross-section of RC beam element is idealized as an assemblage of concrete and reinforcing steel fibers in order to account for varied material properties within the cross-section of the element. The unbonded CFRP plate is modeled as a series of the CFRP plate segments each of which is linked to the RC beam element, but slips without any resistance to simulate the unbonded behavior of the CFRP plate. The stress of each CFRP plate segment is redistributed iteratively using the force equilibrium relationship at each common node until it reaches at the same stress level. To evaluate the validity of the proposed analysis method, the results of ultimate analysis of the reinforced concrete beams with unbonded prestressing CFRP plates are compared with the experimental results obtained from other investigators. The proposed analysis method is found to predict ultimate behaviors of these beams fairly well.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.36 no.9
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• pp.1087-1094
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• 2012

This study deals with structural analysis and testing under loading conditions calculated by computational fluid dynamics for a small composite blade that is utilized in a dual rotor wind turbine system. First, the aerodynamic forces were analyzed at the rated and cutout wind speed to identify the bending moment distribution along the blade length in previous research. Then, full-scale structural tests were conducted according to IEC 61400-2 to evaluate the structural integrity of the composite blade. These results were compared with finite element analysis to identify the accuracy of the structural analysis. Based on these results, it was revealed that the existing blade has a very high safety margin. Then, the layup of the composite blade was redesigned and analyzed using finite element analysis to achieve structural integrity and economic efficiency.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.29 no.6A
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• pp.577-585
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• 2009

A 9-node degenerated shell finite element(FE), which has been developed for assessment of ultimate pressure capacity and nonlinear analysis for nuclear containment building is described in this paper. Reissner-Midnlin(RM) assumptions are adopted to develop the shell FE so that transverse shear deformation effects is considered. Material model for concrete prior to cracking is constructed based on the equivalent stress-equivalent strain relationship. Tension stiffening model, shear transfer mechanism and compressive strength reduction model are used to model the material behavior of concrete after cracking. Niwa and Aoyagi-Yamada failure criteria have been adapted to find initial cracking point in compression-tension and tension-tension region, respectively. Finally, the performance of the developed program is tested and demonstrated with several examples. From the numerical tests, the present results show a good agreement with experimental data or other numerical results.

• Proceedings of the Korean Nuclear Society Conference
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• 1996.11a
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• pp.171-176
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• 1996

증기발생기 노즐댐작업은 고방사선 구역에서의 극한작업으로서 로봇이 이 작업을 성공적으로 수행하기 위해서는 로봇을 증기발생기 수실 내부로 자동으로 입실시켜 노즐댐 장/탈착 작업시 로봇의 플랫포옴 역할을 담당함과 동시에 작업 완료후 로봇을 수실 외부로 회수하는 장치인 로봇 입/퇴실장치의 개발이 필수적이다. 본 연구에서는 증기발생기 노즐 댐작업용 로봇시스템 개발을 위하여 로봇 입/퇴실장치의 최적설계를 위한 기구학 해석을 수행하였다.

• Proceedings of the KIEE Conference
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• 2011.07a
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• pp.963-964
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• 2011

본 논문에서는 세탁기용 DD모터로 사용되고 있는 BLDC를 대신하여 외전형 Switched Reluctance Motor (SRM) 타입으로 세탁기의 부하에 따라 저속/고토크인 세탁모드, 고속/저토크인 탈수모드의 특징에 만족시키는 전동기를 설계한다. 이와 같은 특징을 고려하여 외전형 SRM의 극 조합을 12/8, 18/12, 30/20, 36/24에 대해 설계하고 FEM을 통해서 특성을 해석한다. 이 중 세탁기용 전동기에 알맞은 구조를 선정하고자한다.

• The Transactions of The Korean Institute of Electrical Engineers
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• v.60 no.5
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• pp.965-970
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• 2011

This paper deals with the PM performance evaluations in a pole changing memory motor (PCMM) using a coupled transient finite element method (FEM) and Preisach modeling, which is presented to analyze the magnetic characteristics of permanent magnets. The focus of this paper is the characteristics evaluation relative to magnetizing direction and the pole number of machine on re-demagnetization condition in a pole changing memory motor.

• 전기의세계
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• v.9
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• pp.36-39
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• 1962

직류기정류이론은 Arnold, Langsdorf등에 의하여 연구되어 왔으며, 이들은 정류방정식에서 정류주기중의 전류의 시간적변화와 정류주기종단에서 전류의 시간적 변화율의 값에 의하여 spark 발생여부를 판별하여 정류량부를 판별하였다. 본 논문은 상기한 방법과는 달리 정류의 기본방정식에서 정류곡선의 일반식을 구하고 정류곡선을 해석하여 정류양부를 판별하는 것이며, 정류주기중에 있는 단종선론의 coil저항과 연접한 극(pole)아래의 Brush에 의한 단각전류의 상호유도작용까지도 고려하였을때의 정류곡선의 일반식을 구하고 이를 해석하여 Langsdorf에 의하여 연구된 정류판별의 결과를 비교하여 정류판별에 대한 차이점과 명확한 결론을 제시코저 한다.

• Journal of the Korean GEO-environmental Society
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• v.12 no.10
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• pp.63-72
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• 2011

The high capacity bi-directional pile load test is an optimum pile load test method for high-rised buildings. Especially, a high pressure and double-acting bi-directional pile load testing, a special type of the high capacity bi-directional pile load test, is the most practical way to overcome limitations of loading capacities and constraints of field conditions, which was judged to be a very useful test method for requiring high loading capacities. Total of 2 high capacity bi-directional pile load tests(P-1 and P-2) were conducted in high-rised building sites in Korea. Based on the field load test results, the sufficiency ratio of loading capacities to design loads for P-1 and P-2 were 3.3 and 2.1, respectively. For P-2, the load test could not verify the design load if 1-directional loads applied slightly smaller than the actual applied load. Also, high capacity bi-directional pile load tests were difficult to determine an ultimate state of ground or piles, although the loads were applied until their maximum loads. Hence, finite element analyses were conducted to determine their ultimate states by calibrating and extrapolate with test results.

• Magazine of the Korea Concrete Institute
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• v.9 no.4
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• pp.167-176
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• 1997

The current study is a part of series of research about the evaluation method of the unbonded tendon stress in prestressed concrete member at flexural failure. As the first part. previous design equations were examined in oder to find whether any modifications may be needed. A total of 167 experimental results tested for more than 40 years were gathered to build D/B and then previous proposed and codified equations were evaluated with the experimental relsults. The ACI Code equation and Naaman, Harajli, and Chakrabarti's equations were chosen for the purpose of examination. Then, the followings were obtained from the analytical examination. It is desirable to compute the tendon stress with the member analysis method instead of the sectional analysis method which has been used in the current ACI Code. The tendon stress may also be influenced significantly by the amount of ordinary bonded reinforcements and the loading types. And the current ACI Code overestimated the effect of span/depth ratio. As results, it was concluded that the revision of the ACi Code equation should be considered positively. Then, a new design has to be proposed with the reasonable and comprehensive investigation about influential factors on the tendon stress variation.