• 한국공작기계학회:학술대회논문집
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• 한국공작기계학회 2002년도 춘계학술대회 논문집
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• pp.357-362
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• 2002

Most of battery industries are growing explosively as a core strategy industry for the development of the semi-conductor, the LCD, and the mobile communication device. In this thesis, dynamic characteristics of the steel can labeling machine on the automatic cell assembly line are studied. Dynamic characteristic analysis consists of dynamic behavior analysis and finite element analysis and is necessary for effective design of machines. In the dynamic behavior analysis, the displacement, velocity, applied force and angular velocity of each components are simulated according to each part. In the FEA, stress analysis, mode analysis, and frequency analysis are performed for each part. The results of these simulations are used for the design specification investigation and compensation for optimal design of cell manufacturing line. Therefore, Virtual Engineering of the steel can labeling machine on the automatic cell assembly line systems are modeled and simulated. 3D motion behavior is visualized under real-operating condition on the computer window. Virtual Prototype make it possible to save time by identifying design problems early in development, cut cost by reducing making hardware prototype, and improve quality by quickly optimizing full-system performance. As the first step of CAE which integrates design, dynamic modeling using ADAMS and FEM analysis using NASTRAN are developed.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2002년도 춘계학술대회 논문집
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• pp.727-730
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• 2002

Most of battery industries are growing explosively as a core strategy industry for the development of the semi-conductor, the LCD, and the mobile communication device. Dynamic characteristic analysis consists of dynamic behavior analysis and finite element analysis and is necessary for effective design of machines. In the dynamic behavior analysis, the displacement, velocity, applied force and angular velocity of each components are simulated according to each part. In the FEA, stress analysis, mode analysis, and frequency analysis are performed far each part. The results of these simulations are used for the design specification investigation and compensation for optimal design of cell manufacturing line. Virtual Engineering of the separator inserting machine on the automatic cell assembly line systems are modeled and simulated. 3D motion behavior is visualized under real-operating condition on the computer window. Virtual Prototype make it possible to save time by identifying design problems early in development, cut cost by reducing making hardware prototype, and improve quality by quickly optimizing full-system performance. As the first step of CAE which integrates design, dynamic modeling using ADAMS and FEM analysis using NASTRAN are developed.

• Clinical and Experimental Reproductive Medicine
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• 제41권3호
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• pp.108-114
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• 2014

Male factors account for 20%-50% of cases of infertility and in 25% of cases, the etiology of male infertility is unknown. Effective treatments are well-established for hypogonadotropic hypogonadism, male accessory gland infection, retrograde ejaculation, and positive antisperm antibody. However, the appropriate treatment for idiopathic male infertility is unclear. Empirical medical treatment (EMT) has been used in men with idiopathic infertility and can be divided into two categories based on the mode of action: hormonal treatment and antioxidant supplementation. Hormonal medications consist of gonadotropins, androgens, estrogen receptor blockers, and aromatase inhibitors. Antioxidants such as vitamins, zinc, and carnitines have also been widely used to reduce oxidative stress-induced spermatozoa damage. Although scientifically acceptable evidence of EMT is limited because of the lack of large, randomized, controlled studies, recent systematic reviews with meta-analyses have shown that the administration of gonadotropins, anti-estrogens, and oral antioxidants results in a significant increase in the live birth rate compared with control treatments. Therefore, all physicians who treat infertility should bear in mind that EMT can improve semen parameters and subsequent fertility potential through natural intercourse.

• Structural Engineering and Mechanics
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• 제8권6호
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• pp.607-622
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• 1999

Being a significant mode of deformation, shear effect in addition to the other modes of stretching and bending have been considered to develop two finite element models for the analysis of beams on elastic foundation. The first beam model is developed utilizing the differential-equation approach; in which the complex variables obtained from the solution of the differential equations are used as interpolation functions for the displacement field in this beam element. A single element is sufficient to exactly represent a continuous part of a beam on Winkler foundation for cases involving end-loadings, thus providing a benchmark solution to validate the other model developed. The second beam model is developed utilizing the hybrid-mixed formulation, i.e., Hellinger-Reissner variational principle; in which both displacement and stress fields for the beam as well as the foundation are approxmated separately in order to eliminate the well-known phenomenon of shear locking, as well as the newly-identified problem of "foundation-locking" that can arise in cases involving foundations with extreme rigidities. This latter model is versatile and indented for utilization in general applications; i.e., for thin-thick beams, general loadings, and a wide variation of the underlying foundation rigidity with respect to beam stiffness. A set of numerical examples are given to demonstrate and assess the performance of the developed beam models in practical applications involving shear deformation effect.

• 대한금속재료학회지
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• 제49권3호
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• pp.211-220
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• 2011

To improve the low ductility and high strain-rate sensitivity in Sn-Bi based solder alloys, the influences of the minor additions of alloying elements (Ag, Mn, In) were investigated. The strain-stress curves of various Sn-40Bi(-X) alloys, including a pre-suggested Sn-40Bi-0.1Cu composition were measured using a tensile testing machine. As a result, the elongation and ultimate tensile strength (UTS) values were compared. The small addition (0.5 wt.%) of Ag significantly enhanced the ductility and high strain-rate sensitivity of the alloys at strain rates of $10^{-4}$ to $10^{-2}\;s^{-1}$ mainly due to the increase and refinement of eutectic lamellar structures. The microstructure change increased the area of grain boundaries, thus ameliorating the grain boundary sliding mode. It was also found that Mn is an effective element in enhancing the ductility, especially at the strain rates of $10^{-3}$ to $10^{-2}\;s^{-1}$ The enhancement is likely attributed to the fine and homogeneous microstructure in the alloys containing Mn.

• Advances in concrete construction
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• 제9권3호
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• pp.313-326
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• 2020

Glass fiber-reinforced polymer (GFRP) bars have been introduced as an effective alternative for the conventional steel reinforcement in concrete structures to mitigate the costly consequences of steel corrosion. However, despite the superior performance of these composite materials in terms of corrosion, the effect of replacing steel reinforcement with GFRP on the seismic performance of concrete structures is not fully covered yet. To address some of the key parameters in the seismic behavior of GFRP-reinforced concrete (RC) structures, two full-scale beam-column joints reinforced with GFRP bars and stirrups were constructed and tested under two phases of loading, each simulating a severe ground motion. The objective was to investigate the effect of damage due to earthquakes on the service and ultimate behavior of GFRP-RC moment-resisting frames. The main parameters under investigation were geometrical configuration (interior or exterior beam-column joint) and joint shear stress. The performance of the specimens was measured in terms of lateral load-drift response, energy dissipation, mode of failure and stress distribution. Moreover, the effect of concrete damage due to earthquake loading on the performance of beam-column joints under service loading was investigated and a modified damage index was proposed to quantify the magnitude of damage in GFRP-RC beam-column joints under dynamic loading. Test results indicated that the geometrical configuration significantly affects the level of concrete damage and energy dissipation. Moreover, the level of residual damage in GFRP-RC beam-column joints after undergoing lateral displacements was related to reinforcement ratio of the main beams.

• 한국추진공학회지
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• 제8권2호
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• pp.102-114
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• 2004

리치컷형 폭발볼트 모델에서, 3차원 솔리드 모델링을 통한 형상모델의 작성, 요소분할 방법, 경계조건의 부과 및 해석방법. 계산결과의 처리 등 폭발볼트의 수치해석에 필요한 모든 과정을 정립하고, 해석결과와 이미 수행된 시험결과의 비교를 통하여 볼트의 파손해석에 사용될 수 있는 파손모델과 파손응력을 선정하였다. 해석에는 볼트의 파손응력을 결정할 때 사용한 모델과, 시험결과와 해석결과로부터 설정된 파손모델의 타당성 평가를 위한 추가 모델들을 사용하였으며, 정립된 해석 프로시져의 적용으로 기존에 의존하였던 성능시험 평가 횟수를 대폭 줄일 수 있을 것으로 생각되며. 이에 따른 개발기간의 단축도 함에 고려할 수 있다. 특히, 기존의 폭발볼트 설계할 때 어려운 점으로 여겨졌던 폭발볼트의 최종 성능에 미치는 여러 가지 인자의 영향을 쉽게 평가할 수 있어, 이러한 설계능력향상, 시제품 제작 횟수의 감소, 개발기간의 단축 등은 최종적으로 시제개발 원가절감의 효과를 갖다 줄 것으로 판단된다.

• 한국주거학회논문집
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• 제17권1호
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• pp.145-153
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• 2006

Making of agreement with participation subjects is important process laying stress on presentation and a reasonable design guide line to form space order grant and synthetic space in Housing Complex plan. This study analyzed residing application specific character of design guide line that is presented to architects in general planning laying stress on plan only of 'Bongmu-dong town house' and design agreement of by architectural result that appear analyze. Result that analyze is as following: 1) Confer in 18 plan contents and integrate design or was adjusted. Being main conduct and unit plan and residing only in plan many negotiations accomplish. Architect who confer most Designs of 5 architects is 'Jean Michel Wilmott' and 'Shigeru Ban' 2) contents that confer much in plan main conduct and unit generation were details plan. Contents that is conferred with many architects are about door/core/rooftop be and asked a question about proper size of entrance. Negotiation about size was expose to the tribe of knowledge about element that do furniture and detail of necessary each space in life style of our country. We must present furnitures or detail element that appear by emotion of our country and detailed item of furnitures' size etc.. in guide line. It is immediate that creation of guide that architects can approach easily for lacking abroad architects of interests by code difference in each country is pressing. 3) In residing plan 4 architects of 5 architects applied similarly guide line in design. Most architects look by active support that make synthetic housing complex. and this is construed that act positively to make by unified residing. That plan of woods or landscape architecture and security of green area space are thing to approach on 'Environment-friendly mode of life residing only' that is general planning subject of 'Bongmu-dong town house'. 4) common question items of architects guide line of though is refered definitely when make out effective interests plan. So that can overcome legislation difference, countermeasure to make understood construction code of our country is pressing

• 한국구조물진단유지관리공학회 논문집
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• 제26권6호
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• pp.247-255
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• 2022

본 논문에서는 겹침이음되는 고강도 확대머리철근의 유효춤이 동일한 경우와 상이한 경우의 겹침이음상세를 가지는 보에 대하여 휨실험을 실시하였다. 이를 통하여 고강도 확대머리철근의 겹침이음성능을 평가하였고, KDS-2021 설계식의 적용성을 평가하였다. 실험 변수는 철근의 설계기준항복강도, 겹침이음길이, 스터럽 간격, 서로 겹침되는 철근간의 중심간격 등이다. LS 계열 실험체에 대한 ACI 318-19식이 KDS-2021식과 비교하여 약 23.8~32.7% 더 큰 정착길이를 나타내었으며, VLS 계열 실험체에서는 약 13.7~35.5% 더 큰 정착길이로 평가하고 있다. 유효춤이 동일한 확대머리 철근의 겹침이음실험에서 KDS-2021식의 1.3배 이상, ACI318-19식의 1배 이상의 겹침이음길이를 가지는 실험체는 모두 연성적인 거동 후 휨파괴되어 충분한 겹침이음성능을 확보하였다. 유효춤이 상이한 철근간에 겹침이음되는 상세를 가지는 실험체는 KDS-2021식으로 겹침이음길이를 산정할 경우, 유효춤이 적은 측의 철근강도를 증가시킴으로써 유효춤이 큰 단면의 보유휨강도와 유사하도록 휨응력을 전달시킬 수 있다.

• 한국지진공학회논문집
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• 제6권3호
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• pp.1-10
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• 2002

비록 제한된 범위내에서나마 일련의 유한요소해석을 통하여 비보강 조적조 벽체의 면내방향 내진성능을 조사하였다. 이를 위하여 비보강 조적벽체는 연속체로 가정하여 등방성 평면응력요소로 취급하였으며, 비보강 조적조의 균열거동을 위하여 균열특성이 요소내에 분포하는 것으로 가정하는 분포균열모델을 사용하였다. 모두 70가지 서로 다른 경우의 비보강 조적벽체 모델을 해석하였는데, 축력비, 형상비 및 유효단면적비 등의 변수를 고려하였다. 해석결과 이들 변수가 비보강 조적벽체의 극한강도에 지대한 영향을 미치며 상호 작용하는 것으로 확인되었다. 비보강 조적벽체의 여러 가지 취성적 요인과 복합적인 파괴형태의 가능성을 감안하여 현재 우리 나라 규준에서 사용하고 있는 반응수정계수의 크기를 재고하여야 함이 지적되었다.