ANALYSIS OF DYNAMIC LOAD OF SIMPLE BEAMS USING GEODETIC AND GEOTECHNICAL SENSORS IN LABORATORY CONDITIONS

Authors

  • Milka Šarkanović Bugarinović University of Novi Sad
  • Aleksandar Ristić University of Novi Sad
  • Željko Bugarinović University of Novi Sad
  • Milan Vrtunski University of Novi Sad
  • Dušan Jovanović University of Novi Sad

DOI:

https://doi.org/10.7251/STP2215592S

Abstract

In this paper, the analysis of the dynamic load of the beam using geodetic and geotechnical sensors was performed. From the group of geodetic sensors, GPS/GNSS receivers were used, while from the group of geotechnical sensors, an accelerometer was used. The measurements were performed in laboratory conditions, and the experiment itself was designed so that the measurements from several series were independent of each other. For the experiment, a construction was made on which all sensors are mounted, which ensures their smooth operation in real time, as well as the setting of different loads. Based on the obtained measurement results, the analysis was performed and conclusions were drawn, as well as the directions of future development.

References

R. Karoumi, J. Wiberg, A. Liljencrantz, “Monitoring traffic loads and dynamic effects using an instrumented railway bridge,” Engineering Structures, vol. 27, pp. 1813-1819, Oct. 2005.

S. De Miranda, L. Patruno, F. Ubertini, G. Vairo, “Indicial functions and flutter derivatives: a generalized approach to the motion-related wind loads,” Journal of Fluids and Structures, vol 42, pp. 466-487, Oct. 2013.

A. Kopáčik, I. Lipták, J. Erdélyi, P. Kyrinovič, “Structural Health Monitoring of bridges using accelerometers – a case study at Apollo Bridge in Bratislava,” Geonauka, vol. 3, pp. 9-15, Apr. 2015.

R.L. Boroschek, M.O. Moroni, M. Sarrazin, “Dynamic characteristics of a long span seismic isolated bridge,” Engineering Structures, vol. 25, pp. 1479-1490, Oct. 2003.

S. Montassar, O.B. Mekki, G. Vairo, “On the effects of uniform temperature variations on stay cables,” Journal of Civil Structural Health Monitoring, vol. 5, pp. 735-742, Nov. 2015.

N. Martins, E. Caetano, S. Diord, F. Magalhães, Á. Cunha “Dynamic monitoring of a stadium suspension roof: wind and temperature influence on modal parameters and structural response,” Engineering Structures, vol. 59, pp. 80-94, Feb. 2014.

H. Jain, A. Rawat, A.K. Sachan, “A review on advancement in sensor technology in structural health monitoring system,” Journal of Structural Engineering and Management, vol. 2, pp. 1-7, Sep. 2015.

S.B. Im, S. Hurlebaus, Y.J. Kang, “Summary review of GPS technology for structural health monitoring, Journal of Structural Engineering, vol. 139, pp. 1653-1664, Oct. 2013.

T. Yi, H. Li, M. Gu, “Recent research and applications of GPS based technology for bridge health monitoring,” Science China Technological Sciences, vol. 53, pp. 2597-2610, Oct. 2010.

N. She, L. Chen, J. Liu, L. Wang, T. Tao, D. Wu, R. Chen, “A Review of Global Navigation Satellite System (GNSS)-Based Dynamic Monitoring Technologies for Structural Health Monitoring,” Remote Sensing, vol. 11, pp. 1-45, Apr. 2019.

Y. Tamura, M. Matsui, L.C. Pagnini, R. Ishibashi, A. Yoshida, “Measurement of wind-induced response of buildings using RTK-GPS,” Journal of Wind Engineering and Industrial Aerodynamics, vol. 90, pp 1783-1793, Dec. 2002.

C. Xiong , H. Lu, J. Zhu, “Operational Modal Analysis of Bridge Structures with Data from GNSS/Accelerometer Measurements,” Sensors, vol. 17, pp. 1-20, Feb. 2017.

J. Yu, X. Meng, X. Shao, B. Yan, L. Yang, “Identification of dynamic displacements and modal frequencies of a medium-span suspension bridge using multimode GNSS processing,” Engineering Structures, vol. 81, pp. 432-443, Dec. 2014.

“Trimble R8s GNSS SYSTEM,” Datasheet, 2015.

“Leica GS10/GS15 User Manual,” User Manual, 2009.

“Trimble R8S GNSS Receiver,” User Guide, 2015.

N. Ravi, N. Dandekar, P.Mysore, M.L. Littman, “Activity recognition from accelerometer data,” in Proc. IAAI, 2005, pp. 1541-1546.

S. Kavitha, R.J. Daniel, K. Sumangala, “Design and Analysis of MEMS Comb Drive Capacitive Accelerometer for SHM and Seismic Applications,” Measurement, vol. 93, pp. 327-339, Nov. 2016.

R. L. Lehrman, Physics the Easy Way. Hauppauge, NY: Barron's Educational Series, 1998, pp. 17-29.

Downloads

Published

2023-03-08

How to Cite

[1]
M. Šarkanović Bugarinović, A. Ristić, Željko Bugarinović, M. Vrtunski, and D. Jovanović, “ANALYSIS OF DYNAMIC LOAD OF SIMPLE BEAMS USING GEODETIC AND GEOTECHNICAL SENSORS IN LABORATORY CONDITIONS”, STEPGRAD, vol. 1, no. 15, pp. 592-599, Mar. 2023.