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Page 780 of 936 Results 7791 - 7800 of 9356

Kazunaga Ueda, Toshiyuki Hayashi, Koji Ohgushi, Hiroshi Maejima, Yukio Yamaguchi
A PROPOSAL OF AN EVALUATION METHOD OF UNCERTAINTY IN THE TRACEABILITY SYSTEM OF FORCE

This paper proposes a new approach for evaluating the uncertainty in the traceability system of force with the following features. a) Repeatability/reproducibility is evaluated by the Type A evaluation. b) Data taken in each orientation is treated with equality. c) Deviations from reference values and from the interpolation equation are considered to be equal to the standard deviation 1s of a normal distribution. d) Difference of the values in increasing load and in decreasing load are considered as a half-width of the possible distribution of values to be measured. The same is the case of difference of the zero points in a loading cycle.

L. Doering, J. Frühauf, U. Brand
MICRO FORCE TRANSFER STANDARDS

The measurement of material properties and dimensional metrology are often carried out by mechanical probing using small spherical probing balls. Well-known instruments, such as microhardness measuring instruments, atomic force microscopes, stylus instruments and coordinate measuring machines operate in this way. With increasing miniaturisation and high precision requirements for measurement, these probing systems become ever finer, i.e. the radius of the probing spheres used becomes ever smaller. It therefore is necessary to increase the resolution and accuracy of the measurement. This reduction of the probing sphere diameter leads to the reduction of the probing forces required in order not to destroy the surface of the workpiece to be measured. Small probing forces are needed in particular, when soft materials are measured, i.e., in the ideal case, the probing force should be zero. In reality a force is, however, necessary to deflect the stylus tip and to ensure permanent contact between the stylus tip and object measured. These small probing forces below a few mN therefore have to be measured very exactly. For these purposes, different kinds of silicon bending beams or cantilevers, respectively, have been examined. Two types of micro force sensors were investigated: active and passive sensors. Passive sensors, which consist of calibrated bending beams can be used as micro force calibration standards. Active sensors also consist of Si bending beams but with integrated piezoresistive strain gauges for measuring the beam deflections during probing. Commercially available cantilevers, which were originally produced for application in atomic force microscopes and cantilevers manufactured by the Faculty of Electrical Engineering and Information Technology of the Chemnitz University of Technology were investigated as micro force transfer standards and sensors.

Kazuhiro Kodama, Tomohide Kesamaru, Motoyuki Adachi, Kazuyuki Kamimura, Shigeru Kurosu
FORCE-MEASUREMENT USING GYROSCOPIC FORCE MEASURING SYSTEM

This paper concerns the development of an entirely new force sensor called Gyroscopic Force Measuring System (simply called GFMS) for measuring a force vectorially. In a previous paper, the dynamical characteristics and the error analysis of the GFMS for measuring a force vector in 3-dimensional space were examined using numerical simulations. The results of this work are directly applicable to design and construction of the GFMS. In this paper, the GFMS is constructed by a gyro-rotor used a miniature rate-gyro for aircraft instrument and mechanical parts together. In order to verify the principle of the GFMS, our prototype GFMS made on first trial is able to measure the only one component of a force vector, excluding servomechanisms to estimate angles of incidence. The feedback gains are selected somewhat arbitrarily, but the fundamental experiments show that the force less than 0.3 N can be measured by the GFMS. This suggests the possibility to measure a small force range useful for air-flow distribution in an air-conditioned room as an example of expected applications. No doubt the experimental results are to be released in a future imeko_proceedings.

Takanori Yamazaki, Yoshiharu Sakurai, Hideo Ohnishi, Masaaki Kobayashi, Shigeru Kurosu
CONTINUOUS MASS MEASUREMENT IN CHECKWEIGHERS AND CONVEYOR BELT SCALES

This work is concerned with the development of a signal processing algorithm for checkweighers to realize much higher speed of operation and highly accurate measurement of mass of object during crossing a conveyor belt. Continuous measurement means that masses of discrete objects on a conveyor belt are determined in sequence. Checkweighers usually have maximum capacities of less than 75 kg and achieve measuring rates of 150 packages per minute and more. The output signals from the checkweighers are always contaminated with noises due to vibrations of the conveyor belt and the object in motion. In this paper an employed digital filter is of Finite-duration Impulse Response (FIR) type that can be designed under the consideration on the dynamics of checkweighers. The experimental results on checkweighers suggest that the filtering algorithm proposed in this paper is effective enough to practical applications.

Zelimir Simunic, Ivan Gasparac, Bozidar Pavlovic, Mario Vrazic
BRIDGE TESTING AND MONITORING WITH A MEASUREMENT SYSTEM BASED ON THE INDUSTRIAL COMMUNICATION NETWORK

Bridge testing and especially monitoring are very important for evaluating the structure state. Using modern technologies (ICT) it is possible to achieve on-line permanent monitoring and therefore we are trying to design such measurement system based on industrial communication network with PROFIBUS protocol.

Tang Hongwei, Li Wansheng, Li Yuhong
APPLICATION ON MEASUREMENT OF PRE-STRESS LOSS IN CONCRETE STRUCTURE WITH FIBER-OPTIC SENSORS

As one of the important works in the pre-stressed concrete structure design, magnitude of the pre-stress loss has not been measured conveniently until now. A suitable measuring technique for pre-stress loss is the studying goal of researcher in a long time. In the present work, the fiber-optic measuring technique has been introduced to measure the pre-stress loss, and all of the measuring works were conducted on the model of a wastewater tank. Result of the measurement shows that optical fiber sensor can be used to measure the pre-stress loss in engineering, and the short-term pre-stress loss of steel strand is strongly effected by the arranging manner of steel strand, the magnitude of pre-stress loss measured in the present work is less than 20%.

J. Knapp, R. Helmerich, W. Habel
MONITORING BRIDGES OF THE NEW LEHRTER BAHNHOF IN BERLIN BY MEANS OF LONG-TERM STABLE SENSORS

Two concrete bridges of the new Lehrter Bahnhof in Berlin have to be monitored with regard to their deformation performance during construction and later over several years. For this purpose sensors with excellent long-term stability are needed. The paper describes a new system for the measurement of settlements and elevations by means of laser-based optics and hydrostatic levelling, the application of fibre-optic strain sensors and conventional strain gauges, inclinometers and temperature sensors as well as model tests on pre-stressed concrete beams inside and outside the laboratory.

W. Habel, D. Hofmann, F. Basedau, A. Barner, S. Crail, D. Reichel, U. Schreiner, E. Lindner
STATIC AND DYNAMIC MEASUREMENTS ON A NEWLY DEVELOPMENT PRECAST CONCRETE TRACK FOR HIGH SPEED RAILWAY TRAFFIC USING EMBEDDED FIBER-OPTIC SENSORS

In a German slab track system (“Feste Fahrbahn” FF, system Bögl) for speeds up to 300 km/h and more different fibre optic sensors have been embedded in several levels and locations of the track system. The track system consists of prestressed precast panels of steel fibre concrete which are supported by a cast-in-situ concrete or asphalt base course. The sensors are to measure the bond behaviour or the stress transfer in the track system. For that, tiny fibre-optic sensors - fibre Fabry-Pérot and Bragg grating sensors - have been embedded very near to the interface of the layers. Measurements were taken on a full scale test sample (slab track panel of 6.45 m length) as well as on a real high speed track. The paper describes the measurement task and discusses aspects with regard to sensor design and prefabrication of the sensor frames as well as the embedding procedure into the concrete track. Results from static and dynamic full scale tests carried out in the testing laboratory of BAM and from measurements on a track are given.

P. Anderegg, R. Brönnimann, Chr. Raab, M. Partl
LONG-TERM HEALTH MONITORING OF PAVEMENT DEFORMATIONS ON AN EXPRESSWAY

The increasing traffic density and increasing axle loads on highways requires an efficient road maintenance. Within a long-term project over 10 years load and pavement deformations on a heavily travelled expressway are measured. A newly developed sensor based on the magnetostrictive principle measures the vertical deformations within the pavement layers in parallel to existing inductive sensors. Short-term data of the two different systems and longterm data of the new sensor over a one year period are presented and further improvements discussed.

J. Kim, Y. Park, I. Choi, D. Kang
DEVELOPMENT OF SMART ELASTOMERIC BEARING EQUIPPED WITH PVDF POLYMER FILM FOR MONITORING VERTICAL LOAD THROUGH THE SUPPORT

This paper presents a smart elastomeric bearing using PVDF polymer film, which is very sensitive to dynamic loading condition. The PVDF polymer film is inserted into the elastomeric bearing to monitor the normal load, which is applied to the bridge structure. Therefore, the prototype of the smart elastomeric bearing is finally fabricated with the electric circuit for signal of the PVDF polymer film subjected to vertical loading. The evaluation system for smart elastomeric bearing is manufactured with shake, accelerometer and plate. The bearing was tested under sinusoidal loading condition. Finally the system confirmed that real time measurement of elastomeric bearing reaction provides the structure with certain intelligence.

Page 780 of 936 Results 7791 - 7800 of 9356