• Title/Summary/Keyword: Wire sensor

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A Study on Measurement of Prestressing Force in PSC Girder using Electrical Resistance Strand Meter (전기저항식 스트랜드미터를 이용한 PSC거더 강연선의 긴장력 측정에 관한 연구)

  • Han, Jong Wook;Lee, Kyu Wan;Jung, Dae Sung;Kim, Choong Eon
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.34 no.6
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    • pp.1723-1730
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    • 2014
  • The use of strand wire in structure has been increased by the recent development of construction technologies. Until now, in spite of difficult problems in measuring strand stresses within PSC girders, indirect estimation with a load cell or accelerometer has been often used. In this paper, the electrical resistance strand meter for effective measurement of strand stresses is proposed with experiments considering material, location and thickness of sensor. The reliability and feasibility of the strand meter is enhanced through the experiment with 29.9m PSC girder.

Experimental Tests for the Evaluation of One-dimensional and Two-dimensional Acoustic Source Locations with 50m length of a PSC Box Girder (50m PSC박스거더를 이용한 1차원과 2차원 음원위치 산정 실험)

  • Youn, Seok-Goo;Lee, Changno
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.33 no.2
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    • pp.433-442
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    • 2013
  • This paper presents experimental research work for the evaluation of one-dimensional and two-dimensional acoustic source locations with 50m length of a precast prestressed concrete box girder. Acoustic events are generated by the impacts of Schmidt Hammer and the impact signals are detected by acoustic emission sensors mounted on the concrete web surface of PSC box girder with the average spacing of 9.34m. Based on the amplitude of detected acoustic signals, considering the noises developed in PSC box girder bridges, the arrival times of acoustic signals are estimated by the first arrival times of 0Volt, 0.5Volt, and 1.0Volt amplitude in each signal. Using Least Square Method, the velocities and the source locations of acoustic signals are evaluated. Based on the test results, the spacing of AE sensors and the AE sensor networks are discussed to reduce the source location errors.

Neurologic Study of SP6(Sanyinjiao, 三陰交) Acupuncture on Bladder parasympathetic Nerve, Tibial Nerve and Blood Pressure in Rats (삼음교(三陰交) 침자(鍼刺)가 부교감신경(副交感神經)의 방광분지(膀胱分枝), 경골신경(脛骨神經) 및 혈압(血壓)에 미치는 영향(影響))

  • Park, Chun-Ha;Yoon, Yeo-Choong;Na, Chang-Su
    • Journal of Acupuncture Research
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    • v.19 no.1
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    • pp.175-188
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    • 2002
  • Objective : The effects of SP6(Sanyinjiao, 三陰交) acupuncture stimulation on bladder parasympathetic nerve activity (PNA), tibial nerve activity (TNA) as well as blood pressure were examined in anesthetized rats and the results are as follows. Methods : The parasympathetic nerve leading to the bladder was exposed retroperitoneally, and the tibial nerve in the hindlimb was exposed through inguinal area. PNA and TNA were recorded using a bipolar platinum-iridium wire electrode and it was connected to preamplifier. Blood pressure was measured using cannula that was inserted into femoral artery and was recorded with blood pressure sensor that is connected with transducer amplifier. The mean value of all parameters measured for 30 seconds before the stimulation was expressed as 100%. An acupuncture needle was inserted into the SP6 region to a depth of 4 mm. Results : Under intact state (IS), acupuncture stimulation for 120 seconds induced significant increase of PNA which was accompanied with decrease of blood pressure. At the same time, TNA showed temporary increase only with acupuncture stimulation. In 4 mg/kg of naloxone-administrated state (NAS), significant decrease of PNA was seen and it was accompanied with increase of blood pressure. TNA also showed temporary increase only with acupuncture stimulation under the NAS just like the IS. Conclusion : consider that SP6(Sanyinjiao, 三陰交) acupuncture stimulation activated parasympathetic nerve and caused vasodilation to lead into the diuresis, but naloxone reversed the effect of acupuncture for antidiuresis.

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An internal partial discharge measurement method excepted an external corona noise (외부 코로나 노이즈를 제거한 내부 부분방전 측정기법)

  • 권동진;진상범;곽희로
    • Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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    • v.15 no.1
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    • pp.44-50
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    • 2001
  • The largest problem in applying the elecbical partial discharge measurement method the transformer that has been operated until now is the removal of external corona noise In this thesis, a methcd was studied. to rneasme only fue partial discharge sIgnal due to the defoct in transfonrer except the external corona noise. To find out the types of partial discharge and corona noise within a transfomr, a partial discharge was made in use of a needle-plane electrodes within a model transfonner and, at the same time, an external corona noise was generated in use of a rod-sphere electrcdes in the air around the transformer. Both of a partial clischarge signal caused from an intemat defect within a transformer and an external noise were found at the rogowski coil which was located at transformer earth wire. When the external corona noise, which was separately measured in use of an antenna sensor out of transfonner, was removed from the signal measured on rogowski coil, the signal caused by partial discharge within a transformer would effectively be acquired.quired.

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Ultrasonic Transducer Application for Nondestructive Testing of Continuous Cast Billets (연주빌렛의 비파괴 검사를 위한 초음파 센서의 응용)

  • Shin, Byoung-Chul;Kwon, Jeong-Rock
    • Journal of Sensor Science and Technology
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    • v.5 no.3
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    • pp.25-31
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    • 1996
  • Steel wires are made by elongating hot billets. If the billets have internal or surface defects, the wire can be broken during elongation process. After testing surface defect, we are testing internal defect by ultrasonic transducers. POSCO is producing two kinds of billets, hot rolled billet and cast billet. Hot rolled one is denser than cast billet. Because of the low density and rough surface, ultrasonic testing is difficult for the cast billet. Size of the transducer was related with the size and density of the billet. A transducer having 21mm long, 8.5mm wide and 0.95mm thick piezoelectric ceramic plate was best for $160mm\;{\times}\;160mm$ cast billet. Center frequency of the transducer was 2.25MHz and the focus distance was 70mm.

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Power Monitoring System with Multiple Input Channels Using the Definition of IEEE Standard 1459-2010 (IEEE 1459-2010 규격의 정의를 이용한 다중 입력 채널을 갖는 전력 감시 시스템)

  • Jeon, Jeong-Chay;Oh, Hun
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.15 no.5
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    • pp.3100-3106
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    • 2014
  • This paper develops power measurement system with multiple sensor input channels (voltage-8 channels and current-10 channels) that simultaneously can monitor power components for both supply and load side of power system. The hardware implementation of the proposed system is based on TMS320C42 DSP and signal processing program algorithm to calculate power components use the definition of IEEE Standard 1459-2010 related power quality. The performance of the developed system is tested by using standard ac power source device, and the test results showed that accuracy of the developed system is less than 0.2 %. Also, field test of the proposed system in the three-phase and four-wire power system was implemented. Simultaneous multiple channel measurement and analysis of power components in commercial and industrial electrical power system using the proposed system will be necessary to reduce power quality problems.

Design and Data Analysis of Signal Measurement System for In-Building Propagation Characteristics based on Variable Short Signature Sequences (가변의 짧은 시그니처 시퀀스 기반 건물 내 메시지 전달특성 측정시스템 설계)

  • Kim, Jeong-Ho
    • Journal of the Institute of Electronics and Information Engineers
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    • v.52 no.7
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    • pp.10-14
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    • 2015
  • Recently, the collection of the sensor data and its analysis become important as the smart buildings equipped with the various sensors appear as a usual scene. The interconnection through the wire cable among the sensors is indispensible because of the information collections such as the temperature, the humidity, and the luminance in the rooms and the hallways for the effective management of the in-building energies. However, these interconnections through the cabling will be very costly, time-consuming, and a difficult task since they will cause some damages to the buildings. Therefore, the interconnections through the unwired connections are required in terms of the deployment effectiveness such as time and cost In this paper, the design and the short sequence operation appropriateness are confirmed through the simulation of the signal measurement system for in-building propagation characteristics based on short signature sequence and the analysis of the system characteristics based on the false alarm probability is performed thereafter.

Adaptive length SMA pendulum smart tuned mass damper performance in the presence of real time primary system stiffness change

  • Contreras, Michael T.;Pasala, Dharma Theja Reddy;Nagarajaiah, Satish
    • Smart Structures and Systems
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    • v.13 no.2
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    • pp.219-233
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    • 2014
  • In a companion paper, Pasala and Nagarajaiah analytically and experimentally validate the Adaptive Length Pendulum Smart Tuned Mass Damper (ALP-STMD) on a primary structure (2 story steel structure) whose frequencies are time invariant (Pasala and Nagarajaiah 2012). In this paper, the ALP-STMD effectiveness on a primary structure whose frequencies are time varying is studied experimentally. This study experimentally validates the ability of an ALP-STMD to adequately control a structural system in the presence of real time changes in primary stiffness that are detected by a real time observer based system identification. The experiments implement the newly developed Adaptive Length Pendulum Smart Tuned Mass Damper (ALP-STMD) which was first introduced and developed by Nagarajaiah (2009), Nagarajaiah and Pasala (2010) and Nagarajaiah et al. (2010). The ALP-STMD employs a mass pendulum of variable length which can be tuned in real time to the parameters of the system using sensor feedback. The tuning action is made possible by applying a current to a shape memory alloy wire changing the effective length that supports the damper mass assembly in real time. Once a stiffness change in the structural system is detected by an open loop observer, the ALP-STMD is re-tuned to the modified system parameters which successfully reduce the response of the primary system. Significant performance improvement is illustrated for the stiffness modified system, which undergoes the re-tuning adaptation, when compared to the stiffness modified system without adaptive re-tuning.

Efficient Construction of Emergency Network Using Delaunay Triangulation (들로네 삼각망을 활용한 효과적인 긴급 연락망 구성)

  • Kim, Chae-Kak;Kim, In-Bum;Kim, Soo-In
    • Journal of the Korea Society of Computer and Information
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    • v.19 no.11
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    • pp.81-90
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    • 2014
  • For necessary information sharing or operation control via wire-wireless/mobile network connecting of devices at disaster area in greatest need of attention, an emergency network efficient construction method quickly connecting nodes within specific range using Delaunay triangulation is proposed. The emergency network constructed by proposed method shows the same aggregate network length, but does more excellent performance in term of network construction time the more long max length connectable to adjacent node as compared with the network by naive method. In experiment of 1000 input terminal nodes, 5 max length connectable to adjacent node, our proposed method enhances 89.1% in execution time without network length increase compared to naive method. So our method can go well to many useful applications as shift construction of communication network of adjacent devices, internet of things and efficient routing in the sensor network in continuous improvement of communication capability.

Structural Health Monitoring System for Large-Bridge-Based LoRa LPWAN (LoRa LPWAN 기반의 대형 교량 구조건전성 모니터링 시스템)

  • Jin-Oh Park;Ki-Don Kim;Kyung-soo Kim;Sang-Heon Park
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.36 no.1
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    • pp.49-56
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    • 2023
  • With the development of technology worldwide, bridges are becoming larger, and the number of old bridges is also rapidly increasing. Monitoring the structural health of large, aging bridges is essential to preventing large-scale accidents. In this study, the application of a LoRa low-power wide-area network (LPWAN)-based wireless measurement system was investigated, and a LoRa wireless measurement system was established in the cable-stayed bridge section of Cheonsa Bridge, located in Shinan-gun, Jeollanam-do, Korea. The applicability of the LoRa LPWAN-based wireless monitoring system to large marine bridges was reviewed by comparing the performance and economic feasibility with wire-based monitoring systems that were built and operated by establishing a measurement system for the pylons, cables, and reinforcing girders of the bridge.