• 대한기계학회:학술대회논문집
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• 대한기계학회 2007년도 춘계학술대회A
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• pp.1294-1298
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• 2007

Welding process monitoring is advantageous for maintaining weld quality and numerous sensing techniques have been developed for laser welding. Coaxial image monitoring enables direct monitoring of the weld pool shape and keyhole behavior, but requires the complex optical system and the image processing technique. In this study, we coaxially acquired the weld pool images during laser lap welding by using the camera and special illumination. The welding characteristics - pool width and length, keyhole shape, etc - were extracted by using image processing and the relationship between these characteristics and the penetration depth were investigated.

• Journal of Welding and Joining
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• 제27권6호
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• pp.9-16
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• 2009

In this paper, the coaxial monitoring system to capture image of weld pool was developed in laser-arc hybrid welding. In order to obtain the reliable image, green laser was used as a illumination system and measuring components such as band pass filter, ND (Neutral Density) filter and shutter speed was designed and optimized. Using this monitoring system, weld pool images were captured according to laser power, welding speed, welding current and interspace between laser and arc through the experiment. ANOVA (Analysis of Variation) was carried out to identify the influence of process variables on bead widths extracted from captured images of monitoring system. Welding speed and current were major factor to affect weld pool.

• 터널과지하공간
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• 제6권4호
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• pp.306-315
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• 1996

This paper presents an application of the TDR(Time Domain Reflectometry) to the monitoring of the deformation of rock mass with grouted coaxial cables through laboratory tests. The grouted cable can easily deform together with the rock mass movements, and the deformed cable loses its original capacitance and the reflected waveform produced along the deformed cable consequently represents a change of voltage pulse. Therefore, it is possible to monitor the deformation of rock mass by measuring the changes in these reflection signatures. Shear test of the cemented mortar containing a specimen of coaxial cable showed that the shear deformation correlated linearly with the reflection coefficient, so the TDR was effective to monitor the displacement of the rock mass. Bending test were carried out in order to determine the influence of the crooked cables on the monitoring of rock mass movements. Controlled cirmping and shearing test upon a cable of 50 m long, 12.7 mm diameter showed not only the fact that the reflection amplitudes decreased as the cable length increased but also the proper crimping depth, width and interval between two adjacent crimps. Two coaxial cables-one 100 m long and other 175m long-were installed and grouted into the separate boreholes drilled in a sedimentary formation. The behavior of the cable was monitored with metallic TDR cable tester to measure rock mass deformation based on the interpretative techniques developed through laboratory tests.

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2008년도 춘계학술발표대회 개요집
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• pp.48-48
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• 2008

• Structural Monitoring and Maintenance
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• 제10권2호
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• pp.133-154
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• 2023

Obscured structural members are mostly under-evaluated during condition assessment due to lack of visual inspection capability. Insufficient information about the integrity of these structural members poses a significant risk for public safety. Time domain reflectometry (TDR) is a novel approach in structural health monitoring (SHM). Ordinary coaxial cables "as is" without a major modification are not suitable for SHM with TDR. The objective of this study is to propose a practical and cost-effective modification approach to commercially available coaxial cables in order to use them as a "cable sensor" for damage detection with the TDR equipment for obscured structural members. The experimental validation and assessment of the proposed modification approach was achieved by conducting 3-point bending tests of the model piles as a representative obscured structural member. It can be noted that the RG59/U-6 and RG6/U-4 cable sensors expose higher strain sensitivity in comparison with non-modified "as is" versions of the cables used. As a result, the cable sensors have the capability of sensing both the presence and the location of a structural damage with a maximum aberration of 3 cm. Furthermore, the crack development can be monitored by the RG59/U-6 cable sensor with a simple calibration.

• 한국인터넷방송통신학회논문지
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• 제9권4호
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• pp.1-8
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• 2009

본 연구 이전에 제안되었던 실시간 교량 모니터링 시스템은 교량 곳곳에 배치되어 있는 센서들로부터 중앙서버로 동축 케이블을 통해 데이터를 송수신하였는데, 동축 케이블을 이용하여 교량 전체의 센서들의 네트워크를 구성하기 위해서는 막대한 인력과 비용이 따르게 된다. 본 연구에서는 USN을 기반으로 한 교량 모니터링 시스템 제안하고, 이에 대한 프로토타입을 설계 및 구현하였다. HSDPA를 통해 얻은 센싱 데이터 값을 TCP/IP 소켓을 통해 교량 모니터링 서버에 전달함으로써 양방향 통신을 구축하여 그래프 변환을 하는 전체 시스템을 구현하였다.

• 동력기계공학회지
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• 제11권1호
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• pp.28-32
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• 2007

This research proposed that development of wireless condition monitoring system using WLAN network. It offers the prospect of improved performance that removed a current a coaxial cable and reduced overall cost of condition monitoring. Recently, there is an interesting concern for wireless system as an infrastructure technology construct ubiquitous computing environment in the future. High performance computing board makes minimization with integrate of a various functions which support wireless LAN network. Instead of wired coaxial cable using measurement system in industry, wireless LAN network assists industry automation and engineer's convenience. Developed system adapted wireless LAN network on shipboard with engine room and deck house, it also executes wireless measurement test on 8500TEU containership.

• 한국정보통신학회논문지
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• 제21권8호
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• pp.1597-1603
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• 2017

지하공동구의 화재 발생 빈도는 다른 화재에 비하여 낮은 편이나 화재로 인한 피해는 경제적 손실 뿐만 아니라 사회운영 마비로 사회적 손실을 초래할 수 있다. 이에 본 논문은 지하공동구 내 설치된 누설 동축케이블을 이용하여 지하공동구의 상태감시시스템 구축에 대한 실증 시험 결과를 제시한다. 이를 위해 지하공동구에 설치된 누설 동축케이블에 삽입손실 특성이 $-6{\pm}2dB$인 유도성 커플러와 200 Mbps급 전력선 통신 모뎀을 연결하여 실증 시험한 결과, 500 m까지 IP 카메라의 송/수신을 확인하였다. 따라서 데이터 전송을 위한 통신선로의 추가 설치 없이도 지하공동구 내 설치된 누설 동축케이블을 이용하여 지하공동구에 상태감시시스템 구축이 가능할 것으로 판단된다.

• Smart Structures and Systems
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• 제1권4호
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• pp.385-404
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• 2005

The paper presents a model to calculate reinforcement strain using measured crack width in members under applied tension, flexure, and/or shear stress. Crack mapping using a new type of distributed coaxial cable sensors for health monitoring of large-scale civil engineering infrastructure was recently proposed and developed by the authors. This paper shows the results and performance of such sensors mounted on near surface of two flexural beams and a large scale reinforced concrete box girder that was subjected to cyclic combined shear and torsion. The main objectives of this health monitoring study was to correlate the sensor's response to strain in the member, and show that magnitude of the signal's reflection coefficient is related to increases in applied load, repeated cycles, cracking, and reinforcement yielding. The effect of multiple adjacent cracks, and signal loss was also investigated. The results shown in this paper are an important step in using the sensors for crack mapping and determining reinforcement strain for in-situ structures.

• 융합보안논문지
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• 제12권3호
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• pp.27-34
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• 2012

본 논문에서는 IEEE와 ZigBee Alliance에서 제정한 국제 표준안과 호환성을 가지고, 저전력 저비용을 강점으로 하는 지그비를 이용하여 상대적으로 열악한 전송 환경을 갖지만 적용이 용이한 무선망과, 기존 무선 기반 센서 네트워크 단점을 극복하기 위해 이미 구축되어 있는 동축케이블을 이용한 유선망을 연동함에 있어서 RSSI 모니터링을 통한 출력파워 조절 알고리즘을 이용하여 저전력 소모를 특징으로 하는 지그비 장치의 새로운 저전력 소모 방안을 제시하였다. 보다 최적화된 저전력 소모를 가능하도록 실험을 통해 RSSI 모니터링을 통한 출력 파워 조절 알고리즘의 유효성을 검증하였다.