• Journal of the Optical Society of Korea
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• 제16권3호
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• pp.305-312
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• 2012

We numerically demonstrate the performance of a plasmonic lens composed of an array of nanoslits perforated on thin metallic film with slanted cuts on the output surface. Embedding Kerr nonlinear material in nanoslits is employed to modulate the output beam. A two dimensional nonlinear-dispersive finite-difference time-domain (2D N-D-FDTD) method is utilized. The performance parameters of the proposed lens such as focal length, full-width half-maximum, depth of focus and the efficiency of focusing are investigated. The structure is illuminated by a TM-polarized plane wave and a Gaussian beam. The effect of the beam waist of the Gaussian beam and the incident light intensity on the focusing effect is explored. An exact formula is proposed to derive electric field E from electric flux density D in a Kerr-Dispersive medium. Surface plasmon (SPs) modes and Fabry-Perot (F-P) resonances are used to explain the physical origin of the light focusing phenomenon. Focused ion beam milling can be implemented to fabricate the proposed lens. It can find valuable potential applications in integrated optics and for tuning purposes.

• 한국안전학회지
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• 제29권4호
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• pp.1-8
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• 2014

In this study, the numerical simulation using AUTODYN-3D program was investigated angle trajectory prediction for inclined impacts of projectiles. The penetration and perforation of polycarbonate plate by 7.62 mm projectile was investigated numerically. The characteristic structure of the projectile's trajectory in the polycabonate plates was studied. Two combined failure criteria were used in the target plate, and the target plate was modeled with the properties of polycarbonate for simulating the ricochet phenomenon. The effect of the angle of inclination on the trajectory and kinetic energy of the projectile were studied. The dynamic deformation behaviors tests of polycabonate were compared with numerical simulation results which can be used as predictive purpose. From the simulation, the ricochet phenomenon was occurred for angles of inclination of $0^{\circ}{\leq}{\theta}{\leq}20^{\circ}$. The projectile perforated the plate for ${\theta}{\leq}30^{\circ}$, thus defining a failure envelope for numerical configuration. The numerical analyses are used to study the effect of the projectile impact velocity on the depth of penetration (DOP). It can be observed that the residual velocities were almost linear relative to penetration velocities. It means that polycarbonate has high resistance at higher velocities.

• Structural Engineering and Mechanics
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• 제69권6호
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• pp.667-676
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• 2019

Minimizing the stress concentration around hypotrochoid hole in finite metallic plates under in-plane loading is an important consideration in engineering design. In the analysis of finite metallic plate, the effective factors on stress distribution around holes include curvature radius of the corner of the hole, hole orientation, plate's aspect ratio, and hole size. This paper aims to investigate the impact of these factors on stress analysis of finite metallic plate with central hypotrochoid hole. To obtain the lowest value of stress around a hypotrochoid hole, a swarm intelligence optimization method named ant lion optimizer is used. In this study, with the hypothesis of plane stress circumstances, analytical solution of Muskhelishvili's complex variable method and conformal mapping is employed. The plate is taken into account to be finite, isotropic and linearly elastic. By applying suitable boundary conditions and least square boundary collocation technique, undefined coefficients of stress function are found. The results revealed that by choosing the above-mentioned factor correctly, the lowest value of stress would be obtained around the hole allowing to an increment in load-bearing capacity of the structure.

• 한국구조물진단유지관리공학회 논문집
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• 제24권6호
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• pp.138-145
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• 2020

본 연구는 강재 단순보의 유공보 시스템에서 개구부를 지지점 에 근접한 위치에 설치하는 경우에 대하여 구조성능을 파악하고자 실험을 실시하였다. 또한 수직·수평 강판을 이용한 개구부 보강에 대하여도 실험을 통하여 구조성능을 파악하였다. 강재 단순보에서 개구부가 지지점에 근접한 위치인 강재보 높이의 절반(D/2)인 경우에 강재보 높이(D)인 경우보다 적절한 개구부 위치인 것을 알 수 있었다. 또한 보강방법으로는 수직강판 보강보다는 수평강판 보강이 보강효과가 크며, 개구부와 강판의 간격이 없는 것이 구조성능이 더 큰 결과를 얻을 수 있었다.

• 대한토목학회논문집
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• 제29권6A호
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• pp.661-669
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• 2009

강 콘크리트 합성구조에서 강재와 콘크리트 사이의 경계면에 효과적인 응력전달과 합성거동을 유도하기 위하여 스터드, 채널, 유공강판 등이 사용된다. 많은 연구자들이 여러 종류의 전단연결재의 특성을 개선시키기 위해 많은 노력을 기울이고 있다. 본 연구에서는 확대기초와 말뚝과의 합성을 위해 개방형 퍼포본드로 보강된 강관 말뚝머리의 인발 및 압발거동을 분석하였다. 다양한 변수해석에서 요구되는 자료를 제공하고자 비선형 유한요소해석 프로그램인 ABAQUS를 사용하여 매개변수 해석을 수행하였다.

• 한국구조물진단유지관리공학회 논문집
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• 제11권4호
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• pp.51-61
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• 2007

건축의 증가나 자원의 효율적인 활용의 관점으로부터 기존 건축물에 대한 리모델링이 주목을 받고 있다. 리모델링 공사로 인해 기존벽에 개구부를 설치하는 경우 보강 방법을 검토 하는 것을 목적으로 철근콘크리트벽의 정적가력 실험을 실시하였다. 보강 방법은 개구부 주위의 탄소섬유시트 강판 부착으로 했다. 실험체는 실존하는 철근콘크리트 구조물을 1/2 축소 모델로 제작하였다. 실험결과 개구부 주위의 전단 파괴로 최종 파괴되었으며 보강 방법에 따라 내력의 상승 효과는 다르게 나타났다.

• 한국기계가공학회지
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• 제20권1호
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• pp.80-87
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• 2021

Most container ships are currently being constructed as Ultra-Large Container Ships. Hence, the equipment of the ships is also becoming relatively large. In particular, propellers, rudders, and rudder stocks are large in the stern structure, and in relation, efficient design of the hull structures to safely secure these parts is important. The bottom shell plate surface of a stern skeg is a perforated plate from which the rudder stock penetrates, so it is an important component for the stern structure. In this paper, to determine the critical buckling of the shell plate, an interaction curve equation for the two-axis compression of the shell plate was derived using the maximum value of the static structural stress multiplier in a load multiplier mode. This equation predicts the timing of the buckling occurrence. By analyzing this interaction curve equation, the buckling behavior of the plates subjected to a combination load was determined and the usefulness of applying it to ship building was investigated.

• 대한조선학회논문집
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• 제54권6호
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• pp.476-484
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• 2017

The purpose of this paper is to verify the structural integrity of a region with numerous penetration-holes in offshore structures such as semi-submersible rig and FPSO. In order to effectively check the yielding and buckling strength of plate members with penetration-holes, a screening analysis program was developed with the FE analysis tool to generate fine meshed model using the theoretical and analysis methods. When a hole is appeared in the plate structure members, the flow of stress is altered such that concentrations of stress form near the hole. Stress concentrations are of concern during both preliminary and detail design and need to be addressed from the perspectives of strength. To configure the geometrical shape, very fine meshed FE analysis is needed as the most accurate method. However, this method is practically impossible to apply for the strength verifications for all perforated plates. In this paper, screening analysis method was introduced to reduce analysis tasks prior to detailed FE analysis. This method is applied to not only the peak stress calculation combined stress concentration factor with nominal stress but also nominal equivalent stress calculation considering cutout effects. The areas investigated by very fine meshed analysis were to be chosen through screening analysis without any reinforcements for penetration-holes. If screening analysis results did not satisfy the acceptance criteria, direct FE analysis method as the 2nd step approach were applied with one of the coarse meshed model considering hole or with the very fine meshed model considering the hole shape and size. In order to effectively perform the local fine meshed analysis, automatic model generating program was developed based on the MSC/PATRAN which is pre-post FE analysis program. Buckling strength was also evaluated by Common Structure Rule (CSR) adopted by IACS as the stress obtained from very fine meshed FE analysis. Due to development of the screening analysis program and automatic FE modeling program, it was able to reduce the design periods and structural analysis costs.

• 한국축산시설환경학회지
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• 제10권1호
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• pp.23-28
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• 2004

본 연구는 국내의 있는 무창 분만ㆍ자돈사에 대하여 환기시스템 정립의 기초자료를 수집하고자 수행하였다. 측벽상단입기 지붕굴뚝배기, 천공천장입기 지붕굴뚝배기, 측벽덕트입기 지붕굴뚝배기, 측벽덕트입기 측벽배기의 4종류 무창분만ㆍ자돈사 환기 형태에 대하여 조사하였다. 겨울철 돈사 내 온도, 습도, 공기유속, 암모니아가스 농도의 환경상태를 조사하였다. 겨울철 각 환기 형태별 돈사 내 온도는 환기형태에 따른 온도의 차이는 없었다. 공기유속은 측벽덕트입기 측벽배기가 다른 환기 형태보다 높은 공기 유속이 있었다. 돈사 공간내 각 환기형태별 공기유동은 측벽덕트입기 지붕굴뚝배기, 측벽덕트입기 측벽배기 환기형태가 비교적 다른 환기 시스템에 비교하여 원활한 공기유동이 있는 것으로 나타났다. 암모니아(NH$_3$) 농도도 다른 환기형태보다 측벽덕트입기 측벽배기가 낮은 경향을 보였다. 따라서, 측벽덕트입기 지붕굴뚝배기, 측벽덕트입기 측벽배기가 국내의 무창 분만ㆍ자돈사 환기방식에 적용할 수 있을 것으로 판단되었다.

• 상하수도학회지
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• 제18권4호
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• pp.427-436
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• 2004

Sedimentation is one of the most common and important units in conventional water treatment plants. Structure such as various baffle walls and inclined plate settler may be obstacles to the horizontal flow when it is poorly designed. Therefore, the effects of these structures on characteristics of hydraulic flow must be evaluated to improve the settling efficiency of the floc. The hydraulic characteristic of the four sedimentations at the three real WTPs (water treatment plants), which have different structural properties respectively inside the settling basin, were investigated by tracer (fluoride) test. The inclined plate settler installed inside settling basin caused a undesirable impact on horizontal flow and produced dead zone. Intermediate baffle and solid baffle wall under the inclined plate settler at GE plant help to minimize the formation of density currents and flow short circuiting. However, installing perforated baffle under the inclined plate settler at other plants could not induce even distribution of flow. NaF used as a tracer was recovered more than 90% at investigated all basin. Morill index ($t_{90}/t_{10}$), Modal index ($t_p/T-HRT$) and short-circuiting index ($[M-HRT-t_p/M-HRT$) were determined from tracer test results performed at three WTPs. Those indices ranged 2.99~3.45, 0.44~0.72 and 0.23~0.47, respectively.