• 제목/요약/키워드: Continuous Localization

검색결과 75건 처리시간 0.026초

Damage characterization in fiber reinforced polymer via Digital Volume Correlation

  • Vrgoc, Ana;Tomicevic, Zvonimir;Smaniotto, Benjamin;Hild, Francois
    • Coupled systems mechanics
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    • 제10권6호
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    • pp.545-560
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    • 2021
  • An in situ experiment imaged via X-ray computed tomography was performed on a continuous glass fiber mat reinforced epoxy resin composite. The investigated dogbone specimen was subjected to uniaxial cyclic tension. The reconstructed scans (i.e., gray level volumes) were registered via Digital Volume Correlation. The calculated maximum principal strain fields and correlation residual maps exhibited strain localization areas within the material bulk, thus indicating damage inception and growth toward the specimen surface. Strained bands and areas of elevated correlation residuals were mainly concentrated in the narrowest gauge section of the investigated specimen, as well as on the specimen ligament edges. Gray level residuals were laid over the corresponding mesostructure to highlight and characterize damage development within the material bulk.

PDA를 이용한 지속적인 상대 거리 측정 모니터링 시스템 개발에 관한 연구 (Implementing a Continuous Relative Localization Monitoring System using PDAs)

  • 오재오;이명수;조윤호;이상근
    • 한국정보처리학회:학술대회논문집
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    • 한국정보처리학회 2008년도 추계학술발표대회
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    • pp.1008-1011
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    • 2008
  • 본 논문에서는 PDA에서 지속적인 상대 거리 측정 모니터링 시스템을 제안하고자 한다. 제안하는 시스템은 GPS나 다른 값비싼 디바이스를 제외하고 PDA의 기본 사양인 802.11, 무선 랜, 마이크, 스피커를 이용한다. 802.11 무선 랜을 이용하여 거리 변화의 감지 및 변화에 따른 거리를 측정한다. 거리 변화 감지는 RSSI값을 이용하고 TCP 패킷과 UDP패킷을 이용하여 RTT를 계산하고 거리 측정을 하고 기존에 있던 시스템을 통합한다. 이러한 시스템 개발은 PDA와 같은 모바일 디바이스에서 공유를 통한 멀티미디어 서비스 및 재난 상황 같은 곳에서 위치 정보 파악을 위해서 이용 가능할 것이라 예상 된다.

Thermoelastic deformation properties of non-localized and axially moving viscoelastic Zener nanobeams

  • Ahmed E. Abouelregal;Badahi Ould Mohamed;Hamid M. Sedighi
    • Advances in nano research
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    • 제16권2호
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    • pp.141-154
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    • 2024
  • This study aims to develop explicit models to investigate thermo-mechanical interactions in moving nanobeams. These models aim to capture the small-scale effects that arise in continuous mechanical systems. Assumptions are made based on the Euler-Bernoulli beam concept and the fractional Zener beam-matter model. The viscoelastic material law can be formulated using the fractional Caputo derivative. The non-local Eringen model and the two-phase delayed heat transfer theory are also taken into account. By comparing the numerical results to those obtained using conventional heat transfer models, it becomes evident that non-localization, fractional derivatives and dual-phase delays influence the magnitude of thermally induced physical fields. The results validate the significant role of the damping coefficient in the system's stability, which is further dependent on the values of relaxation stiffness and fractional order.

[논문철회] 한류의 대중화를 통한 한국 교육컨텐츠의 세계시장 진출전략 연구 ([Retraction] A study on strategy for Korean education contents to enter the global market through popularization of Korean Wave)

  • 박현규
    • 디지털융복합연구
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    • 제18권5호
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    • pp.99-104
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    • 2020
  • 한류열풍과 함께 우수한 교육컨텐츠를 보유하는 현시점에 세계시장으로 이를 알리고 진출하는 것이 필요하다. 본 연구는 한국의 교육컨텐츠의 세계시장 진출의 필요성을 강조하기 위해 교육컨텐츠 보급의 필요성과 브랜드화에 관한 분석을 하였으며, 이를 진행하기 위한 전력방법을 제시하여 한류와 더불어 한국교육컨텐츠의 세계시장 진출방안을 모색하고자 한다. 전략방법으로는 첫째 교육컨텐츠 보급과 활용을 통한 문화교류 확대, 둘째 교육컨텐츠의 지속적인 성장을 위한 현지화 방안, 셋째 일방적 전파로 비추어질 수 있는 상황에 대처를 위한 컨텐츠 현지화 및 현지 파트너쉽 형성이 있다. 교육컨텐츠의 세계시장 진출은 국가이미지에 긍정적인 영향은 뿐만아니라 한류가 본래 가지고 있었던 경제적 효과도 지속시키는데 도움을 줄 수 있을 것이다.

A systematic method from influence line identification to damage detection: Application to RC bridges

  • Chen, Zhiwei;Yang, Weibiao;Li, Jun;Cheng, Qifeng;Cai, Qinlin
    • Computers and Concrete
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    • 제20권5호
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    • pp.563-572
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    • 2017
  • Ordinary reinforced concrete (RC) and prestressed concrete bridges are two popular and typical types of short- and medium-span bridges that accounts for the vast majority of all existing bridges. The cost of maintaining, repairing or replacing degraded existing RC bridges is immense. Detecting the abnormality of RC bridges at an early stage and taking the protective measures in advance are effective ways to improve maintenance practices and reduce the maintenance cost. This study proposes a systematic method from influence line (IL) identification to damage detection with applications to RC bridges. An IL identification method which integrates the cubic B-spline function with Tikhonov regularization is first proposed based on the vehicle information and the corresponding moving vehicle induced bridge response time history. Subsequently, IL change is defined as a damage index for bridge damage detection, and information fusion technique that synthesizes ILs of multiple locations/sensors is used to improve the efficiency and accuracy of damage localization. Finally, the feasibility of the proposed systematic method is verified through experimental tests on a three-span continuous RC beam. The comparison suggests that the identified ILs can well match with the baseline ILs, and it demonstrates that the proposed IL identification method has a high accuracy and a great potential in engineering applications. Results in this case indicate that deflection ILs are superior than strain ILs for damage detection of RC beams, and the performance of damage localization can be significantly improved with the information fusion of multiple ILs.

가속도 응답을 이용한 실물 콘크리트 거더 교량의 구조건전성 모니터링 (Structural Health Monitoring of Full-Scale Concrete Girder Bridge Using Acceleration Response)

  • 홍동수;김정태
    • 한국구조물진단유지관리공학회 논문집
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    • 제14권1호
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    • pp.165-174
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    • 2010
  • 본 논문에서는 실물 콘크리트 거더 교량의 가속도 응답 신호를 이용하여 구조물의 상태변화를 경보한 후 그 위치 변화를 검색하는 2단계 구조건전성 모니터링 체계를 제시하였다. 먼저, 2경간 연속 콘크리트 거더 교량인 미호천교를 대상교량으로 선정하였으며, 볼링공을 이용한 강제진동 실험으로부터 동특성을 추출하였다. 다음으로, 미호천교의 2단계 구조건전성 모니터링 체계 구축을 위한 손상 발생 경보 및 손상 위치 검색 기법들을 선정하였다. 손상 경보 기법으로는 시간영역 특징을 이용하는 자기회귀모델과 주파수응답함수의 상관계수, 주파수응답비보증지수를 선정하였다. 손상 위치 검색 기법으로는 모드변형에너지기반 손상지수법을 선정하였다. 마지막으로, 덤프트럭을 이용한 정적 재하 실험을 통해 2단계 손상 모니터링 체계의 적합성을 검증하였다.

Bridge Inspection and condition assessment using Unmanned Aerial Vehicles (UAVs): Major challenges and solutions from a practical perspective

  • Jung, Hyung-Jo;Lee, Jin-Hwan;Yoon, Sungsik;Kim, In-Ho
    • Smart Structures and Systems
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    • 제24권5호
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    • pp.669-681
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    • 2019
  • Bridge collapses may deliver a huge impact on our society in a very negative way. Out of many reasons why bridges collapse, poor maintenance is becoming a main contributing factor to many recent collapses. Furthermore, the aging of bridges is able to make the situation much worse. In order to prevent this unwanted event, it is indispensable to conduct continuous bridge monitoring and timely maintenance. Visual inspection is the most widely used method, but it is heavily dependent on the experience of the inspectors. It is also time-consuming, labor-intensive, costly, disruptive, and even unsafe for the inspectors. In order to address its limitations, in recent years increasing interests have been paid to the use of unmanned aerial vehicles (UAVs), which is expected to make the inspection process safer, faster and more cost-effective. In addition, it can cover the area where it is too hard to reach by inspectors. However, this strategy is still in a primitive stage because there are many things to be addressed for real implementation. In this paper, a typical procedure of bridge inspection using UAVs consisting of three phases (i.e., pre-inspection, inspection, and post-inspection phases) and the detailed tasks by phase are described. Also, three major challenges, which are related to a UAV's flight, image data acquisition, and damage identification, respectively, are identified from a practical perspective (e.g., localization of a UAV under the bridge, high-quality image capture, etc.) and their possible solutions are discussed by examining recently developed or currently developing techniques such as the graph-based localization algorithm, and the image quality assessment and enhancement strategy. In particular, deep learning based algorithms such as R-CNN and Mask R-CNN for classifying, localizing and quantifying several damage types (e.g., cracks, corrosion, spalling, efflorescence, etc.) in an automatic manner are discussed. This strategy is based on a huge amount of image data obtained from unmanned inspection equipment consisting of the UAV and imaging devices (vision and IR cameras).

Two-stage damage identification for bridge bearings based on sailfish optimization and element relative modal strain energy

  • Minshui Huang;Zhongzheng Ling;Chang Sun;Yongzhi Lei;Chunyan Xiang;Zihao Wan;Jianfeng Gu
    • Structural Engineering and Mechanics
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    • 제86권6호
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    • pp.715-730
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    • 2023
  • Broad studies have addressed the issue of structural element damage identification, however, rubber bearing, as a key component of load transmission between the superstructure and substructure, is essential to the operational safety of a bridge, which should be paid more attention to its health condition. However, regarding the limitations of the traditional bearing damage detection methods as well as few studies have been conducted on this topic, in this paper, inspired by the model updating-based structural damage identification, a two-stage bearing damage identification method has been proposed. In the first stage, we deduce a novel bearing damage localization indicator, called element relative MSE, to accurately determine the bearing damage location. In the second one, the prior knowledge of bearing damage localization is combined with sailfish optimization (SFO) to perform the bearing damage estimation. In order to validate the feasibility, a numerical example of a 5-span continuous beam is introduced, also the noise robustness has been investigated. Meanwhile, the effectiveness and engineering applicability are further verified based on an experimental simply supported beam and actual engineering of the I-40 Bridge. The obtained results are good, which indicate that the proposed method is not only suitable for simple structures but also can accurately locate the bearing damage site and identify its severity for complex structure. To summarize, the proposed method provides a good guideline for the issue of bridge bearing detection, which could be used to reduce the difficulty of the traditional bearing failure detection approach, further saving labor costs and economic expenses.

대면적 미세 가공공정 원천기술 개발 (Core Technology Development for Micro Machining Process on Large Surface)

  • 이석우;이동윤;송기형;강호철;김수진
    • 한국정밀공학회지
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    • 제28권7호
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    • pp.769-776
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    • 2011
  • In order to cope with the requirements of smaller patterns, larger surfaces and lower costs in the fields of displays, optics and energy, greater attentions is now being paid to the development of micro-pattern machining technology. Compared with flat molds, roll molds have the advantages of short delivery, ease of manufacturing larger surfaces, and continuous molding. This paper presents the state-of-the-art of the micro pattern machining technology on the roll molds and introduces some research results on the machining process technology. The copper and nickel-phosphorous-alloy plating process, machining process technology for uniform micro patterns. micro cutting simulation and the real time monitoring system for micro machining are summarized. The developed technologies have led the complete localization of the prism sheets and will be applied to the direct forming process with succeeding research & development.

Outlier detection of GPS monitoring data using relational analysis and negative selection algorithm

  • Yi, Ting-Hua;Ye, X.W.;Li, Hong-Nan;Guo, Qing
    • Smart Structures and Systems
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    • 제20권2호
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    • pp.219-229
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    • 2017
  • Outlier detection is an imperative task to identify the occurrence of abnormal events before the structures are suffered from sudden failure during their service lives. This paper proposes a two-phase method for the outlier detection of Global Positioning System (GPS) monitoring data. Prompt judgment of the occurrence of abnormal data is firstly carried out by use of the relational analysis as the relationship among the data obtained from the adjacent locations following a certain rule. Then, a negative selection algorithm (NSA) is adopted for further accurate localization of the abnormal data. To reduce the computation cost in the NSA, an improved scheme by integrating the adjustable radius into the training stage is designed and implemented. Numerical simulations and experimental verifications demonstrate that the proposed method is encouraging compared with the original method in the aspects of efficiency and reliability. This method is only based on the monitoring data without the requirement of the engineer expertise on the structural operational characteristics, which can be easily embedded in a software system for the continuous and reliable monitoring of civil infrastructure.