• Structural Engineering and Mechanics
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• 제64권5호
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• pp.621-640
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• 2017

This paper reports the numerical investigation conducted to study the influence of Local-Distortional (L-D) interaction mode buckling on post buckling strength erosion in fixed ended lipped channel cold formed steel columns. This investigation comprises of 81 column sections with various geometries and yield stresses that are carefully chosen to cover wide range of strength related parametric ratios like (i) distortional to local critical buckling stress ratio ($0.91{\leq}F_{CRD}/F_{CRL}{\leq}4.05$) (ii) non dimensional local slenderness ratio ($0.88{\leq}{\lambda}_L{\leq}3.54$) (iii) non-dimensional distortional slenderness ratio ($0.68{\leq}{\lambda}_D{\leq}3.23$) and (iv) yield to non-critical buckling stress ratio (0.45 to 10.4). The numerical investigation is carried out by conducting linear and non-linear shell finite element analysis (SFEA) using ABAQUS software. The non-linear SFEA includes both geometry and material non-linearity. The numerical results obtained are deeply analysed to understand the post buckling mechanics, failure modes and ultimate strength that are influenced by L-D interaction with respect to strength related parametric ratios. The ultimate strength data obtained from numerical analysis are compared with (i) the experimental tests data concerning L-D interaction mode buckling reported by other researchers (ii) column strength predicted by Direct Strength Method (DSM) column strength curves for local and distortional buckling specified in AISI S-100 (iii) strength predicted by available DSM based approaches that includes L-D interaction mode failure. The role of flange width to web depth ratio on post buckling strength erosion is reported. Then the paper concludes with merits and limitations of codified DSM and available DSM based approaches on accurate failure strength prediction.

• Steel and Composite Structures
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• 제34권6호
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• pp.837-851
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• 2020

This study aims to examine the interface shear behavior between precast high-strength concrete slabs with pockets and steel beam to achieve accelerated bridge construction (ABC). Twenty-six push-out specimens, with different stud height, stud diameter, stud arrangement, deck thickness, the infilling concrete strength in shear pocket (different types of concrete), steel fiber volume of the infilling concrete in shear pocket concrete and casting method, were tested in this investigation. Based on the experimental results, this study suggests that the larger stud diameter and higher strength concrete promoted the shear capacity and stiffness but with the losing of ductility. The addition of steel fiber in pocket concrete would promote the ductility effectively, but without apparent improvement of bearing capacity or even declining the initial stiffness of specimens. It can also be confirmed that the precast steel-concrete composite structure can be adopted in practice engineering, with an acceptable ductility (6.74 mm) and minor decline of stiffness (4.93%) and shear capacity (0.98%). Due to the inapplicability of current design provision, a more accurate model was proposed, which can be used for predicting the interface shear capacity well for specimens with wide ranges of the stud diameters (from13 mm to 30 mm) and the concrete strength (from 26 MPa to 200 MPa).

• Ocean and Polar Research
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• 제28권3호
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• pp.225-236
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• 2006

Seagrass meadows are considered as critical habitats for a wide variety of marine organisms in coastal and estuarine ecosystems. In many cases, studies on the spatial/temporal distribution of seagrass have depended on direct observations using SCUBA diving. As an alternative method fur studying seagrass distribution, an application of hydroacoustic technique has been assessed for mapping seagrass distribution in Dongdae Bay, on the south coast of Korea, in September 2005. Data were collected using high frequency transducer (420 kHz split-beam), which was installed with towed body system. The system was linked to DGPS to make goo-referenced data. Additionally, in situ seagrass distribution has been observed using underwater cameras and SCUBA diving at four stations in order to compare with acoustic data. Acoustic survey was conducted along 23 transects with 3-4 blot ship speed. Seagrass beds were vertically limited to depths less than 3.5m and seagrass height ranged between 55 and 90cm at the study sites. Dense seagmss beds were mainly found at the entrance of the bay and at a flat area around the center of the bay. Although the study area was a relatively small, the vertical and spatial distributions of the seagrass were highly variable with bathymetry and region. Considering dominant species, Zostera marina L., preliminary estimation of seagrass biomass with acoustic and direct sampling data was approximately $56.55g/m^2$, and total biomass of 104 tones (coefficient variation: 25.77%) was estimated at the study area. Hydroacoustic method provided valuable information to understand distribution pattern and to estimate seagrass biomass.

• 디지털융복합연구
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• 제18권2호
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• pp.377-383
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• 2020

디지털 사이니지는 기존 사인물을 대체할 디지털 영상 플랫폼으로 지속적으로 연구되어지고 있다. 전통적인 디지털 사이니지는 스틸 이미지와 텍스트가 결합되어 각종 정보를 이미지 전환방식으로 출력하는 형태였으나 오늘날에 이르러서는 사이니지 시스템의 고사양화, 인터넷 속도의 빠른 향상과 영상 및 음성 압축 기술의 발전, 그리고 HTML5의 상용화 환경에 따라 큰 전환을 이루고 있다. 또한 범용적 형태인 와이드 스크린 디스플레이 뿐만 아니라 다중 디스플레이와 셋탑박스의 다양한 조합, OLED, 미디어파사드, 레이져빔 프로젝터 등을 활용해 다양한 형태로 변형되어 크리에이터의 창의적이고 다양한 시도를 가능하게 하고 있다. 본 연구는 이처럼 다양하고 빠르게 진화하고 있는 미래형 플랫폼 디지털 사이니지의 모션 그래픽스 적용에 대한 연구 및 적용사례, 기술 분석을 통해 테크놀러지와 그래픽 디자인, 영상의 융합에 대한 연구와 나아가서는 디지털 영상 콘텐츠 제작자, 인터렉티브 산업계 종사자, 모션 그래픽스 디자이너들에게 도움이 될 수 있는 연구 논문이 될 것을 기대한다.

• 한국항공우주학회지
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• 제32권7호
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• pp.37-42
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• 2004

본 논문에서는 실시간 충격위치 검출이 가능한 FBG 센서 시스템의 개발에 관하여 설명하였다. 충격위치 검출을 위해서는 동시 다정 신호취득이 가능한 초음파 센서 시스템이 요구된다. 본 연구에서는 23.80nm의 투과파장 간격을 갖는 가변 패브리-페로 복조화 장치를 사용하여 파장분할 다중화가 가능한 FBG 고주파 진동 센서시스템에 적용하였다. 또한 외부의 준정적 환경변화에 대해 FBG 센서의 민감도를 일정하게 유지시키기 위한 민감도 안정화 장치를 사용하였다. 저속충격 실험을 위한 알루미늄보 시편의 아랫면에는 두개의 FBG 센서를 부착하였으며 시편 표면의 세 지점에 대해 1 차원 충격위치 검출을 시도하였다. 실험결과 FBG 센서를 이용하여 저속충격 시점을 정확히 감지할 수 있었으며, 평균 오차 0.58mm 로 충격위치를 검출할 수 있음을 확인하였다.

• 대한조선학회논문집
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• 제52권1호
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• pp.25-33
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• 2015

Following the previous works on the natural frequency of heaving circular cylinder, i.e. Lee and Lee (2013) and Kim and Lee (2013), an investigation of the same spirit on the 2-dimensional cylinder of Lewis form has been conducted. As before, the natural frequency is defined as that corresponding to the local maximum of the MCFR (Modulus of Complex Frequency Response), which is given by the equation of motion in the frequency domain analysis. Hydrodynamic coefficients were found by using the Ursell-Tasai method, and numerical results for them were obtained up to much higher frequencies than before, for which the method was known as numerically unstable in the past. For a wide range of H, the beam-draft ratio, and ${\sigma}$, the sectional area coefficient, including their practical ranges for a ship, results for the natural frequency were computed and presented in this work. Two approximate values for the natural frequency, one proposed by Lee (2008) and another one by the damped harmonic oscillator, were also compared with the current results, and for most cases it was observed that the current result is between the two values. Our numerical results showed that the values of the local maximum of MCFR as well as the natural frequencye increase as ${\sigma}$ increases while H decreases. At present, extension of the present finding to the 3-dimensional ship via the approximate theory like the strip method looks promising.

• Journal of Computational Design and Engineering
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• 제2권3호
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• pp.157-164
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• 2015

This paper discusses an optimization-based approach for the design of a product platform for industrial three-axis linear-type robots, which are widely used for handling objects in manufacturing lines. Since the operational specifications of these robots, such as operation speed, working distance and orientation, weight and shape of loads, etc., will vary for different applications, robotic system vendors must provide various types of robots efficiently and effectively to meet a range of market needs. A promising step toward this goal is the concept of a product platform, in which several key elements are commonly used across a series of products, which can then be customized for individual requirements. However the design of a product platform is more complicated than that of each product, due to the need to optimize the design across many products. This paper proposes an optimization-based fundamental framework toward the design of a product platform for industrial three-axis linear-type robots; this framework allows the solution of a complicated design problem and builds an optimal design method of fundamental features of robot frames that are commonly used for a wide range of robots. In this formulation, some key performance metrics of the robot are estimated by a reducedorder model which is configured with beam theory. A multi-objective optimization problem is formulated to represent the trade-offs among key design parameters using a weighted-sum form for a single product. This formulation is integrated into a mini-max type optimization problem across a series of robots as an optimal design formulation for the product platform. Some case studies of optimal platform design for industrial three-axis linear-type robots are presented to demonstrate the applications of a genetic algorithm to such mathematical models.

• JSTS:Journal of Semiconductor Technology and Science
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• 제4권2호
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• pp.117-123
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• 2004

A 30 nm $In_{0.7}GaAs$ High Electron Mobility Transistor (HEMT) with triple-gate has been successfully fabricated using the $SiO_2/SiN_x$ sidewall process and BCB planarization. The sidewall gate process was used to obtain finer lines, and the width of the initial line could be lessened to half by this process. To fill the Schottky metal effectively to a narrow gate line after applying the developed sidewall process, the sputtered tungsten (W) metal was utilized instead of conventional e-beam evaporated metal. To reduce the parasitic capacitance through dielectric layers and the gate metal resistance ($R_g$), the etchedback BCB with a low dielectric constant was used as the supporting layer of a wide gate head, which also offered extremely low Rg of 1.7 Ohm for a total gate width ($W_g$) of 2x100m. The fabricated 30nm $In_{0.7}GaAs$ HEMTs showed $V_{th}$of -0.4V, $G_{m,max}$ of 1.7S/mm, and $f_T$ of 421GHz. These results indicate that InGaAs nano-HEMT with excellent device performance could be successfully fabricated through a reproducible and damage-free sidewall process without the aid of state-of-the-art lithography equipment. We also believe that the developed process will be directly applicable to the fabrication of deep sub-50nm InGaAs HEMTs if the initial line length can be reduced to below 50nm order.

• 한국지구과학회지
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• 제26권8호
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• pp.836-843
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• 2005

서해 배타적경제수역내 해사채취구역에서 해저지형 변화를 규명하기 위하여 2회에 걸쳐 단일빔음향측심기를 이용한 측심자료를 획득하였다. 교차점 분석에 의한 측심자료의 정확도는 IHO 표준의 2등급에 해당하였다. 지형도는 폭 300 m, 깊이 10 m의 구덩이 형태를 나타내었으며, 이러한 지형의 변화 과정이 두 지형도 수심차의 분포에서 표현되었다. 그러나 해사채취량을 정량화하기 위해서는 더욱 정확하고 정밀한 자료가 요구된다. 이러한 지형변화는 퇴적환경 및 저서생태 환경에 영향을 미칠 수 있으므로 한정된 모래자원을 관리하고 지속가능한 개발을 위해서는 과학적인 조사자료에 근거한 환경영향평가가 요구된다.

• 한국전산구조공학회논문집
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• 제30권6호
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• pp.559-566
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• 2017

본 논문은 시공단계에서 가설지주 설치를 요구하지 않는 역삼각 트러스 거더로 보강된 새로운 합성 데크플레이트 시스템을 제안한다. 제안된 시스템은 기존 시스템 대비 증가된 강성과 강도를 보유할 뿐 아니라 절대 층고 변화를 최소 수준으로 낮출 수 있으며 기존의 H형강 및 U형 합성보와 같은 다양한 형태의 합성보 부재와 함께 사용될 수 있다. 제안된 시스템의 시공단계 하중에 대한 구조적 성능을 평가하기 위해 5.5m의 스팬을 갖는 5개의 시험체를 제작하여 현장 조건과 유사한 재하하중을 단계적으로 적용시켜 실험을 수행하였다. 실험결과로부터 각 시험체 별 하중-변위 그래프를 구해 비선형 3차원 유한요소해석결과와 비교하였다. 비교 결과 보강 트러스 거더와 데크플레이트 사이에 효율적인 하중 분배가 이루어져 두 구조요소가 잘 일체화되었을 뿐 아니라 시공단계 하중에서의 최대 처짐이 건축구조기준의 제한치를 하회하여 사용성 조건을 잘 만족시킴을 알 수 있다.