• 한국컴퓨터정보학회논문지
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• 제21권3호
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• pp.57-64
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• 2016

This paper deals with the PCB assembly time minimization problem that the PAP (pick-and-placement) machine pickup the K-weighted group of N-components, loading, and place into the PCB placement location. This problem considers the rotational turret velocity according to component weight group and moving velocity of distance in two component placement locations in PCB. This paper suggest heavy-weight component group first pick-and-place strategy that the feeder sequence fit to the placement location Hamiltonean cycle sequence. This algorithm applies the quadratic assignment problem (QAP) that considers feeder sequence and location sequence, and the linear assignment problem (LAP) that considers only feeder sequence. The proposed algorithm shorten the assembly time than iATMA for QAP, and same result as iATMA that shorten the assembly time than ATMA.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2001년도 춘계학술발표대회 논문집
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• pp.172-175
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• 2001

The co-cured Joining method, which is regarded as an adhesively bonded Joining method, is an efficient joining technique because both curing and bonding processes for the composite structures can be achieved simultaneously. It requires neither surface treatment onto the composite adherend nor an additional adhesive joining process because the excess resin, which is extracted from composite materials during consolidation, accomplishes the co-cured Joining process. Since the adhesive of the co-cured joint is the same material as the resin of the composite adherend, the analysis and design of the co-cured joint for composite structures are simpler than those of an adhesively bonded joint, which uses an additional adhesive. In this paper, effects of the manufacturing parameters, namely surface roughness, stacking sequence of the composite adherend, and manufacturing pressure in the autoclave during curing process, on the tensile load bearing capacity of the co-cured single lap joint will be experimentally investigated.

• 대한기계학회논문집A
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• 제23권11호
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• pp.1952-1959
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• 1999

The work factor approach, so-called single specimen technique could be used to determine energy release rate from a single test record for unidirectional CLS specimen. In the present study, the work factor approach was extended to determine the mixed-mode fracture toughness of multi-directional graphite/epoxy laminated composites. Multi-directional CLS specimens were used for fracture tests. The stacking sequences used for the lap and the strap were $[90_2/0_2]_s/[0_4/90_4]_s$ and $[0/\pm45/0]_s/[0_2/\pm45_2/0_2]_2$, respectively. For both cases, the fracture toughness determined from the work factor approach was compared with that determined from the compliance method. It was found that both methods produced fracture toughness within a maximum 15% difference for each stacking sequence. The fractography analysis also showed that the fiber bridging occurred for$[0/\pm45/0]_s/[0_2/\pm45_2/0_2]_2$ case while it did not occur for $[90_2/0_2]_s/[0_4/90_4]_s$ case.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 춘계학술대회논문집C
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• pp.106-110
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• 2001

A effective and accurate method of hot-forging process is essential to the design of optimized dies as well as workpiece of intial shape. the former is achieved by a proper forging sequence with invokes serious problem like excessive load and die wear, die failure, underfilling and lap defects. the latter is achieved by a proper preform design of case I, case II, case III. metal forming processes of aluminum-alloy forged at an effective strain and temperature are analyzed by the finite element method. the non-isothermal analysis have been compared with optimized in terms of preform shape.

• 미생물학회지
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• 제52권3호
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• pp.298-305
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• 2016

본 연구에서는 p-cresol 초기 분해에 관여하는 기존의 lap과 pcu 유전자군 외에 새로운 pch 유전자군을 Pseudomonas alkylphenolica KL28로 부터 동정하였다. 이 유전자군(pchACXF-pcaHG-orf4-pcaBC)은 p-cresol을 ${\beta}$-carboxy-cis,cis-muconate로의 전환을 촉매할 수 있는 효소를 암호화하는 것을 알 수 있었다. 이 유전자 군은 영국에서 분리된 Pseudomonas putida NCIMB 9866과 9869의 plasmid에서 유래된 pch 유전자 군과 동일하여, 이들 유전자군은 종간 horizontal gene transfer로 전달되었을 가능성을 제시하였다. 각 유전자군의 관련 유전자의 변이와 gfp 레포터를 갖는 프로모터의 발현 분석을 통해 3개의 분해 유전자군이 모두 p-cresol의 분해에 관여하는 것을 알 수 있었으며, pch 유전자는 p-cresol에 의해 유도되며, 고체 및 액체 배지에서도 pcu 유전자군이 가장 높게 발현되는 것을 확인할 수 있었다. 또한 pcu 유전자 변이주는 p-cresol을 이용하여 버섯모양의 공중체(aerial structure) 형성하지 않았으므로, 탄소원의 이용 속도가 다세포 구조 형성에 영향을 주는 중요한 요소 중의 하나임을 알 수 있었다.

• 대한기계학회논문집A
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• 제20권3호
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• pp.891-900
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• 1996

The vision sensor which is based on the optical triangulation theory with the laser as an auxiliary light source can detect not only the seam position but the shape of seam. In this study, a vision sensor using the scanning laser beam was investigated. To design the vision sensor which considers the reflectivity of the sensing object and satisfies the desired resolution and measuring range, the equation of the focused laser beam which has a Gaussian irradiance profile was firstly formulated, Secondly, the image formaing sequence, and thirdly the relation between the displacement in the measuring surface and the displacement in the camera plane was formulated. Therefore, the focused beam diameter in the measuring range could be determined and the influence of the relative location between the laser and camera plane could be estimated. The measuring range and the resolution of the vision sensor which was based on the Scheimpflug's condition could also be calculated. From the results mentioned above a vision sensor was developed, and an adequate calibration technique was proposed. The image processing algorithm which and recognize the center of joint and its shape informaitons was investigated. Using the developed vision sensor and image processing algorithm, the shape informations was investigated. Using the developed vision sensor and image processing algorithm, the shape informations of the vee-, butt- and lap joint were extracted.

• International Journal of Concrete Structures and Materials
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• 제9권3호
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• pp.345-367
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• 2015

Past earthquakes have signaled the increased collapse vulnerability of mainshock-damaged bridge piers and urgent need of repair interventions prior to subsequent cascading hazard events, such as aftershocks, triggered by the mainshock (MS). The overarching goal of this study is to quantify the collapse vulnerability of mainshock-damaged substandard RC bridge piers rehabilitated with different repair jackets (FRP, conventional thick steel and hybrid jacket) under aftershock (AS) attacks of various intensities. The efficacy of repair jackets on post-MS resilience of repaired bridges is quantified for a prototype two-span single-column bridge bent with lap-splice deficiency at column-footing interface. Extensive number of incremental dynamic time history analyses on numerical finite element bridge models with deteriorating properties under back-to-back MS-AS sequences were utilized to evaluate the efficacy of different repair jackets on the post-repair behavior of RC bridges subjected to AS attacks. Results indicate the dramatic impact of repair jacket application on post-MS resilience of damaged bridge piers-up to 45.5 % increase of structural collapse capacity-subjected to aftershocks of multiple intensities. Besides, the efficacy of repair jackets is found to be proportionate to the intensity of AS attacks. Moreover, the steel jacket exhibited to be the most vulnerable repair intervention compared to CFRP, irrespective of the seismic sequence (severe MS-severe or moderate AS) or earthquake type (near-fault or far-fault).

• 콘크리트학회논문집
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• 제24권3호
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• pp.275-283
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• 2012

초고층 건축물의 선행 코어 후행 슬래브 접합부, 지하 연속벽과 바닥구조의 접합부, 임시 개구부 등 신구 콘크리트 접합부의 철근 이음을 위하여, 다수의 커플러를 전단키가 있는 얇은 강판에 설치한 철근 이음용 매립 강판이 최근 개발되었다. 이 공법을 사용한 접합부의 구조 성능을 검증하기 위하여, 벽체-슬래브 접합부에 대한 반복하중 실험을 실시하였다. 비교를 위해 기존에 사용되는 굽힌 철근 박스를 이용한 접합부와 이음이 없는 접합부도 함께 실험하였다. 실험 결과 철근 이음용 매립 강판을 사용한 접합부는 이음이 없는 접합부와 동일하게 [인장철근 항복]-[충분한 휨변형]-[압축 콘크리트 압괴] 후 압축 철근의 좌굴로 파괴되었다. 따라서 설계에서 가정한 충분한 연성 거동을 확인할 수 있었다. 반면, 굽힌 철근 박스를 사용한 접합부의 경우, 탄성구간에서는 철근 이음용 매립 강판과 유사하게 거동하였으나, 측면 피복 콘크리트가 빨리 탈락되었으며, 슬래브 상하부면의 겹침이음 구간에 부착 균열이 다수 발생하였다. 최종적으로 이음 없는 실험체 및 철근 이음용 매립 강판을 사용한 실험체에 비해 강도와 변형능력이 저하되었다. 또한 굽힌 후편 철근을 겹침이음한 실험체가 철근 이음용 매립 강판을 적용한 경우에 비해 강성 저하가 빠르게 진행되었다. 굽힌 후편 철근의 탄성계수는 직선 철근에 비해 낮고, 완전한 직선으로 펼 수 없기 때문에 인장력을 받으면서 일부 구간이 펴지므로 접합부의 강성을 저하시킨 것으로 판단된다. 2종류의 철근 지름(D13, D16)과 강종(SD300, SD400)에 대해, 철근이음용 매립 강판을 적용한 접합부는 공칭 강도를 충분히 상회하였다. 그러나 굽힌 후 편 철근을 사용하면 강종이 높을수록 그리고 지름이 굵을수록 휨강도가 저하되었다. 따라서 굽힌 후 편 철근의 사용에 주의가 필요하다.