• Title/Summary/Keyword: Strain Gauge System

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Implementation of the Pulse Wave Measurement System Using Bipolar Biased Head on Mode of the Hall Sensor (홀 센서의 양극 바이어스 수직모드를 이용한 맥파측정시스템 구현)

  • Jin, Sang-Gon;Kim, Myoung-Nam
    • Journal of Sensor Science and Technology
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    • v.20 no.5
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    • pp.322-328
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    • 2011
  • There are many ways to detect the heart rate non-invasively such as ECG, PPG, strain gauge, and pressure sensor. In this paper, the pulse wave measurement system using bipolar biased head on mode of the Hall sensor is proposed for measuring the radial artery pulse. TMS320F2812 was used to implement the proposed system and a portable wireless network(zig-bee) was used to show the experimental result. It was confirmed from experiment that the performance of the implemented system was more stable and faster than PPG sensor or piezoelectric film pressure sensor.

Precise contact force control of a flip chip mounting head system

  • Shim, Jaehong;Cho, Youngim;Oh, Yeontaek
    • 제어로봇시스템학회:학술대회논문집
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    • 2002.10a
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    • pp.109.1-109
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    • 2002
  • This paper presents a macro/micro flip chip mounting head system for precise force control. In the proposed macro/ micro system, the macro actuator is conventional do servomotor with a ball screw mechanism and the micro actuator is a voice coil motor(VCM) that consists of four NdFeB magnets and a winded moving coil. For force control, a sensitive strain-gauge force sensor is mounted in the micro actuator. Through harmonic motion between macro and micro actuator, we would like to get precise contact force control when small sized flip chip is mounted on flexible substrate in high speed. In order to show the effectiveness of the proposed macro/micro flip chip mounting head system, we com...

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Development of Precise Measurement System for Structure Bridge (교량 구조물의 정밀 계측 시스템 개발)

  • Park, Soung-Jea;Shin, Seung-Mok;Lee, Chae-Gue;Kim, Sang-Bong
    • Proceedings of the KSME Conference
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    • 2003.04a
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    • pp.857-862
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    • 2003
  • In this paper, we concern for development of precise measuement system for civil structure by using one chip microprocessor based on communication system. The datalogger is developed by using 80C196KC microprocessor. It has RF communication modul and data acquisition function for several kinds of sensors such as load cell, tilt-meter, strain gauge, tension meter, themocouple and so on. The data is acquisited by datalogger is sent to a main server which is located at central monitoring office. The server has a function suppervising several data points located at civil structures, it analyzes the data and shows the data graphically. The effectiveness of the developed system is proven through experimental results by an application for the bridge of Nakdong river edge in Busan, Korea.

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Operation of microcomputer aided convective drying system (마이크로컴퓨터 제어 열풍건조장치의 제작운영)

  • Jeong, Sin-Gyo;Gang, Jun-Su;Choe, Jong-Uk
    • Food Science and Preservation
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    • v.1 no.2
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    • pp.99-105
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    • 1994
  • To convert the analog signal from the drying process into the digital signal, the interface circuit was designed and built. To measure the weight and temperature during drying process, strain gauge type load cell and temperature transducer composed of pt 100 $\Omega$ thermometers and wheatstone bridge circuits were built and used. The temperature control device was composed of photocoupler and triac. Microcomputer aided experimental convective drying system was built with above cricuits and devices. Drying characteristics of onions can be estimated using this system.

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Field Study on Wireless Remote Sensing for Stability Monitoring of Large Circular Steel Pipe for Marine Bridge Foundation (해상 교량기초용 대형 원형강관 가설공법의 무선 원격 안정성 모니터링을 위한 현장실험)

  • Park, Min-Chul;Lee, Jong-Sub;Yu, Jung-Doung
    • Journal of the Korean Geotechnical Society
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    • v.36 no.11
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    • pp.71-81
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    • 2020
  • The large circular steel pipe for a marine bridge foundation has been developed as a construction method capable of performing the role of the working platform and cofferdam. The objective of this study is to demonstrate the wireless remote sensing system for monitoring the stability of the large circular steel pipe during construction and operation through field tests. The artificial seabed ground with an water level of 4 m is constructed for field tests. The large circular steel pipe with a diameter of 5 m and height of 9.5 m is installed into the ground by suction, and the embedded depth is 5 m. The inclinometer and strain gauges are installed on different surfaces of the upper module, and the tilt angle and stress are monitored throughout the entire construction process. As results, tilt angles are measured to be constant during the suction penetration. However, the tilt angle is larger in the x-axis direction. In addition, even when installed on different surfaces, the tilt angle in the same axial direction is measured to be almost the same. The stresses measured by strain gauges increase during suction penetration and decrease during pull-out. Based on measured stresses, it is found that the eccentricity is acting on the large circular steel pipe. This study shows that a wireless remote sensing system built with an inclinometer and strain gauge can be a useful tool for the stability monitoring of the large circular steel pipe.

Experimental investigation of local stress distribution along the cross-section of composite steel beams near joints

  • Sangwook Park;Patricia Clayton;Todd A. Helwig;Michael D. Engelhardt;Eric B. Williamson
    • Steel and Composite Structures
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    • v.51 no.5
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    • pp.563-573
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    • 2024
  • This research experimentally evaluated the local stress distribution along the cross-section of composite beams under both positive and negative moments. The experiment utilized a large-scale, two-story, two-by-three bay steel gravity frame with a concrete on metal deck floor system. The composite shear connections, which are nominally assumed to be pinned under gravity loading, can develop non-negligible moment-resisting capacity when subjected to lateral loads. This paper discusses the local stress distribution, orshear lag effects, observed near the beam-to-column connections when subjected to combined gravity and lateral loading. Strain gauges were used for measurements along the beam depth at varying distances from the connection. The experimental data showed amplified shear lag effects near the unconnected region of the beam web and bottom flange under the applied loading conditions. These results indicate that strain does not vary linearly across the beam cross-section adjacent to the connection components. This insight has implications for the use of experimental strain gauge data in estimating beam demands near the connections. These findings can be beneficial in informing instrumentation plans for future experimental studies on composite beams.

A Study on the Seam tracking for container box manufacture (컨테이너 제작을 위한 용접선 추적에 관한 연구)

  • Pyo, Jong-Woo;An, Byong-Won;Eom, Han-Sung;Nam, Taek-Kun
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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    • v.9 no.2
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    • pp.195-199
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    • 2005
  • Semi automatic welding method to use carriage for welding at large size block manufacture welding process of present shipbuilding industry is used much. Carriage is device that transfer welding torch in horizontal fillet weld here, but because it is no function that chase welding like robot welding method, use can be impossible in curved line welding, and simply use in straight line welding. Also, because it is no function that chase welding, though welding mistake corrects this happening often in straight line welding, much times and expense are cost. Added welding chase sensor and 80C196KC microcontroller that use strain gauge to carriage that is using present in paper that see hereupon and manufacture a private line model and container box model welding because developing system that can chase welding automatically straight line and curved line welding establishing and investigate about chase phenomenon.

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A Study on the Captive Model Test of KCS in Regular Waves (KCS 선형의 규칙파 중 구속모형시험에 대한 연구)

  • Choi, Hujae;Kim, Dong Jin;Kim, Yeon Gyu;Yeo, Dong Jin;Yun, Kunhang;Lee, Gyeongjung
    • Journal of the Society of Naval Architects of Korea
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    • v.59 no.5
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    • pp.296-305
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    • 2022
  • In order to investigate maneuvering characteristics of KCS in waves, captive model test in regular waves was conducted. Purpose of the test is measuring maneuvering hull forces when ship is maneuvering in waves. Model test was carried out using CPMC (Computerized Planar Motion Carriage) of ocean engineering basin in KRISO (Korea Research Institute of Ships and Ocean engineering). Total 6 degrees-of-freedom motion were fixed by two points supporting captive model test device, which is specially designed for this test. This system estimates 6 degrees-of-freedom forces and moments through 12 strain gauge signals. Mapping matrix from strain gauge signals to 6 degrees-of-freedom forces and moments was derived by a well-organized calibration test. Static drift test was conducted in calm sea and in regular waves with various wave conditions. Hydrodynamic coefficients related to drift angle were extracted for each wave conditions, and the effect of waves on course stability was analyzed.

Load Transfer on Pulsed Power Discharge Anchors (펄스방전 확공형 앵커의 하중전이에 관한 연구)

  • Kim, Sung-Kyu;Kim, Nak-Kyung;Kim, Jae-Won;Joo, Yong-Sun;Kim, Sun-Ju
    • Proceedings of the Korean Geotechical Society Conference
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    • 2010.03a
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    • pp.832-839
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    • 2010
  • The pulse discharge anchor is a method to increase the capacity of anchors using electric discharge geotechnical technologies, which is also known as pulse discharge and electric-spark technologies. The pulse discharge anchor has bulbed bond length that is expanded by high voltage electrokinetic pulse energy. 24 anchors were installed in the weathered soil and sandy clay at the Geotechnical Experimentation Site at Sungkyunkwan University in Suwon, Korea and attached strain gauge at 10 anchors. The numerical predictions by Beam-Column analysis were compared with observed measurements in a field load test.

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Development of a Geometry PIG for the Inspection of Natural Gas Pipeline and It´s application

  • Kim, Dong-Kyu;Cho, Sung-Ho;Park, Seoung-Soo;Park, Dae-Jin;Koo, Sung-Ja;Yoo, Hui-Ryong;Park, Yong-Woo;Kho, Young-Tai
    • 제어로봇시스템학회:학술대회논문집
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    • 2001.10a
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    • pp.150.4-150
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    • 2001
  • The geometry PIG provides pipeline operators with continuous measurement of pipe centerline coordinates, bend radius, displacement, and bending strain in a single pass through the pipeline. This study introduces the developed geometry PIG(Pipeline Inspection Gauge) which is used for geometry surveys. This tool is equipped with the several sensor systems. The Inertial Navigation System (INS) comprises angle rate gyros and linear accelerometers. The system measures the precise path of the PIG during its traverse of the pipeline. This system is also used to produce a detailed map of the lire, measure curvature. Odometers measure the PIG´s distance moved along the line and instantaneous speed during the PIG run. Caliper sensors measure pipeline ...

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