• 한국전산구조공학회논문집
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• 제32권1호
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• pp.7-16
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• 2019

본 논문에서는 해양플랜트용 매니폴드 구조물의 내진해석을 위해, 단순화 모델에 대해 응답스펙트럽해석(RSA) 및 시간이력해석(THA)을 여러 조건으로 진행하여 비교 검토하였다. 응답스펙트럼해석은 ISO19901-2에 따른 내진설계 절차를 이용하였다. 시간이력해석의 경우, 응답스펙트럼으로 가속도와 변위에 대한 지진이력을 인공적으로 만든뒤 Explicit와 Implicit 솔버를 사용하여 해석하였다. 단자유도 모델을 사용하여 해석방법을 검증하였으며, 매니폴드 구조물을 단순화한 모델에서 시간이력해석과 응답스펙트럼해석법의 차이를 분석하였다. 복잡한 실제 구조물에 대해서 직접적인 시간이력해석은 불가능하므로 응답스펙트럼해석법을 적용하였고, 단순화 모델에서 분석한 결과 차이를 활용하여 실제 구조물의 안전성을 판단하였다.

• Smart Structures and Systems
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• 제24권3호
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• pp.333-343
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• 2019

The possibility of adopting vibration-powered wireless nodes has been largely investigated in the last years. Among the available technologies based on the piezoelectric effect, the most common ones consist of a vibrating beam covered by electroactive layers. Another energy harvesting strategy is based on the use of piezoelectric strips attached to a hosting structure subjected to dynamic loads. The hosting structure, for example, can be the system to be equipped with wireless nodes. Such strategy has received few attentions so far and no analytical studies have been presented yet. Hence, the original contribution of the present paper is concerned with the development of analytical solutions for the electrodynamic analysis and design of piezoelectric polymeric strips attached to relatively large linear elastic structural systems subjected to random vibrations at the base. Specifically, it is assumed that the dynamics of the hosting structure is dominated by the fundamental vibration mode only, and thus it is reduced to a linear elastic single-degree-of-freedom system. On the other hand, the random excitation at the base of the hosting structure is simulated by filtering a white Gaussian noise through a linear second-order filter. The electromechanical force exerted by the polymeric strip is negligible compared with other forces generated by the large hosting structure to which it is attached. By assuming a simplified electrical interface, useful new exact analytical expressions are derived to assess the generated electric power and the integrity of the harvester as well as to facilitate its optimum design.

• Composites Research
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• 제36권5호
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• pp.377-382
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• 2023

그래핀 기반 소자의 성능을 개선하기 위해서는 그래핀과 기판 사이의 계면 상호 작용을 이해하는 것이 중요하다. 본 연구에서는 유전체 기판에 놓인 단일층 그래핀의 접착에너지를 모드 I 시험을 통해 측정하였다. 메탄과 수소 가스 분위기에서 화학기상증착법(CVD)을 통해 구리 포일 위에 대면적 단일층 그래핀을 합성하였다. 합성한 그래핀을 폴리머를 이용한 습식 전사 공정을 통해 유전체 기판 위에 전사하였다. 이중외팔보 형상을 이용한 모드 I 시험을 통해 기판 위에 올려진 그래핀을 기계적으로 박리하였다. 이 때, 얻어지는 힘-변위 곡선을 분석하여 접착에너지를 평가하였는데, 산화실리콘 기판에 대해서는 1.13 ± 0.12 J/m², 질화실리콘 기판에 대해서는 2.90 ± 0.08 J/m²의 접착에너지를 나타냈다. 본 연구를 통해 유전체 기판 위에 올려진 CVD 그래핀의 계면 상호 작용력에 대해 정량적인 측정을 진행하였다.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제18권6호
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• pp.1659-1674
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• 2024

Conventional maritime communication struggles to provide high data rate services for Internet of Things (IoT) devices due to the variability of maritime environments, making it challenging to ensure consistent connectivity for onboard sensors and devices. To resolve this, we perform mathematical modeling of the maritime channel and compare it with real measurement data. Through the modeled channel, we verify the received beam gain at buoys on the ocean surface. Additionally, leveraging the modeled wave motions, we estimate future angles of the buoy to use the Extended Kalman Filter (EKF) for design beamforming strategies that adapt to the evolving maritime environment over time. We further validate the effectiveness of these strategies by assessing the results from an outage probability perspective. focuses on improving maritime communication by developing a dynamic model of the maritime channel and implementing a Kalman filter-based buoy motion tracking system. This system is designed to enable precise beamforming, a technique used to direct communication signals more accurately. By improving beamforming, the aim is to enhance the quality of communication links, even in challenging maritime conditions like rough seas and varying sea states. In our simulations that consider realistic wave motions, you've observed significant improvements in link quality due to the enhanced beamforming technique. These improvements are particularly notable in environments with high sea states, where communication challenges are typically more pronounced. The progress made in this area is not just a technical achievement; it has broad implications for the future of maritime communication technologies. This paper promises to revolutionize the way we approach communication in maritime environments, paving the way for more reliable and efficient information exchange on the seas.

• 한국강구조학회 논문집
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• 제29권6호
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• pp.479-486
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• 2017

주름웨브는 강구조물에서 세장해진 웨브의 대안으로 널리 사용되고 있으나 주름진 웨브와 플랜지 사이의 용접은 제작비용의 상승이라는 문제점을 안고 있다. 이러한 경제적인 문제점을 해결하기 위해, 엠보싱웨브를 가지는 보(이하, 엠보싱웨브 보)를 개발하게 되었다. 엠보싱웨브는 냉간프레스 가공에 의하여 형성되고, 웨브와 플랜지는 기계화자동용접에 의하여 접합된다. 엠보싱웨브 보의 구조적 성능을 확인하기 위해, 동일한 크기의 일반 H-형강 실험체도 제작되었고 가력실험이 수행되었다. 실험에 의하여 엠보싱웨브 보 실험체는 H-형강 실험체에 비하여 강도면에서 약 40%정도의 높은 성능을 보였다. 엠보싱웨브 보와 주름웨브 보의 형상은 다르지만, Eurocodes의 주름웨브보 설계식을 이용하여 엠보싱웨브 보의 내력을 예측한 결과 실험결과값과는 상이한 결과를 보였다. 따라서 기존 Eurocodes를 엠보싱웨브보에 적용하는 것은 무리가 있으므로 엠보싱웨브 보의 현장사용을 위해서는 적절한 설계식이 제안되어야 할 것으로 판단한다.

• 한국항공우주학회지
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• 제34권3호
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• pp.60-66
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• 2006

본 논문에서는 기존에 개발한 압전 복합재료 작동기인 LIPCA가 동적 구조물의 작동기로 적용 가능한지를 평가하였다. 압전 세라믹 층, 탄소/에폭시 층 및 유리/에폭시 층으로 이루어진 LIPCA 작동기는 단일 PZT에 비하여 성능 및 내구성이 크다는 장점이 있다. 성능 평가를 위하여 정적 작동력 실험과 진동 제어 실험을 수행하였다. 알루미늄 보의 한 쪽 면에 LIPCA와 단일 PZT를 각각 보에 부착하고 반대쪽 면에는 변형률 게이지를 부착하였다. 먼저 정적 작동력 실험에서는 작동 전압에 따른 변형률 신호를 등가 작동 모멘트로 환산하여 크기를 비교함으로써 성능을 평가하였다. 진동 제어 실험에서는 스트레인 게이지의 변형률 신호를 PID 제어 알고리듬을 사용하여 보의 자유 진동을 억제하도록 제어 신호를 생성하였다. 진동 신호가 감쇠하는 정도를 나타내는 안정화 시간을 비교함으로써 성능을 평가하였다. 실험 결과 LIPCA가 정적 작동 뿐 아니라 자유 진동 제어에서도 단일 PZT보다 성능이 우수함을 확인하였다.

• 한국진공학회:학술대회논문집
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• 한국진공학회 2012년도 제43회 하계 정기 학술대회 초록집
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• pp.385-385
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• 2012

Understanding the thermodynamics and structural transformation during the Metal-Insulator Transition (MIT) is critical to better understand the underlying physical origin of phase transition in the vanadiumdioxide ($VO_2$). Here, through the temperature-dependent in-situ high resolutiontransmission electron microscopy (HR-TEM), and systematic electrical transport study, we have shown that the tunable MIT transition of $VO_2$ nanowires is strongly affected by interplay between strain and domain nucleation by ion beam irradiation. Surprsingly, we have also observed that the $VO_2$ rutile (R) metallic phase could form directly in a strain-induced metastable monoclinic (M2) phase. These insights open the door toward more systematic approaches to synthesis for $VO_2$ nanostructures in desired phase and to use for applications including ultrafast optical switching, smart window, metamaterial, resistance RAM and synapse devices.

• 한국지진공학회논문집
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• 제24권1호
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• pp.29-37
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• 2020

This study is to investigate the effect of a retrofitted reinforced concrete frame with non-seismic details strengthened by embedded steel moment frames with an indirect joint, which mitigates the problems of the direct joint method. First, full-scale experiments were conducted to confirm the structural behavior of a 2-story reinforced concrete frame with non-seismic details and strengthened by a steel moment frame with an indirect joint. The reinforced concrete frame with non-seismic details showed a maximum strength of 185 kN at an overall drift ratio of 1.75%. The flexural-shear failure of columns was governed, and shear cracks were concentrated at the beam-column joints. The reinforced concrete frame strengthened by the embedded steel moment frames achieved a maximum strength of 701 kN at an overall drift ratio of 1.5% so that the maximum strength was about 3.8 times that of the specimen with non-seismic details. The failure pattern of the retrofitted specimen was the loss of bond strength between the concrete and the rebars of the columns caused by a prying action of the bottom indirect joint because of lateral force. Furthermore, methods are proposed for calculation of the specified strength of the reinforced concrete frame with non-seismic details and strengthened by the steel moment frame with the indirect joint.

• Smart Structures and Systems
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• 제25권2호
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• pp.169-181
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• 2020

Sensor placement is a crucial aspect of bridge health monitoring (BHM) dedicated to accurately estimate and locate structural damages. In addressing this goal, a sensor placement framework based on the deflection influence line (DIL) analysis is here proposed, for the optimal design of damage detection-oriented BHM system. In order to improve damage detection accuracy, we explore the change of global stiffness matrix, damage coefficient matrix and DIL vector caused by structural damage, and thus develop a novel sensor placement framework based on the Fisher information matrix. Our approach seeks to determine the contribution of each sensing node to damage detection, and adopts a distance correction coefficient to eliminate the information redundancy among sensors. The proposed damage detection-oriented optimal sensor placement (OSP) method is verified by two examples: (1) a numerically simulated three-span continuous beam, and (2) the Pinghu bridge which has existing real damage conditions. These two examples verify the performance of the distance corrected damage sensitivity of influence line (DSIL) method in significantly higher contribution to damage detection and lower information redundancy, and demonstrate the proposed OSP framework can be potentially employed in BHM practices.

• Smart Structures and Systems
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• 제20권4호
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• pp.441-450
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• 2017

The objective of this work is to present a conceptual design and the modelling of a distributed sensor system based on fiber optic devices (Fiber Bragg Grating, FBG), aimed at measuring span-wise and chord-wise variations of an adaptive (morphing) trailing edge. The network is made of two different integrated solutions for revealing deformations of the reference morphing structure. Strains are confined to typical values along the span (length) but they are expected to overcome standard ranges along the chord (width), up to almost 10%. In this case, suitable architectures may introduce proper modulations to keep the measured deformation low while preserving the information content. In the current paper, the designed monitoring system combines the use of a span-wise fiber reinforced patch with a chord-wise sliding beam. The two elements make up a closed grid, allowing the reconstruction of the complete deformed shape under the acceptable assumption that the transformation refers to regular geometry variations. Herein, the design logic and some integration issues are reported. Preliminary experimental test results are finally presented.