Laser-inclinometric method for displacement measurements in structural health monitoring

Authors

  • Stanisław Wierzbicki Warsaw University of Technology, Faculty of Civil Engineering, Warsaw, Poland https://orcid.org/0000-0002-7076-0641
  • Zbigniew Pióro Warsaw University of Technology, Faculty of Electronics and Information Technology, Warsaw (emerytowany profesor)
  • Marcin Osiniak WiSeNe Sp. z o.o., Warsaw, Poland

DOI:

https://doi.org/10.24425/ace.2022.143057

Abstract

The paper presents a method of structural monitoring using measurement of vertical displacements realized optically by horizontally directed laser beam. A measuring device with an integrated rangefinder and inclinometer sensor was developed. Inclinometer sensor are used to correct measurement results of the rangefinder in order to eliminate errors resulting from spatial position changes of the laser beam. Such a solution was adopted as an alternative to a more complex and demanding method, which is the stabilization of the laser beam orientation. The proposed inclinometric correction method allows in a simple and clear way to eliminate a serious problem of the displacement measurement method with a perpendicularly directed laser beam, which is inevitable in practice the lack of permanent stability of the measuring device position. The developed measuring device is wireless, both in terms of power supply and communication with other elements of the monitoring system. In order to verify the correctness of measurements carried out by the developed device, on site tests were carried out in two industrial-warehouse buildings with functioning monitoring systems using other measurement methods, earlier verified. The tests confirmed compliance with the indications of the existing system at a level completely sufficient for structural monitoring system purposes. The conducted research show that the proposed method of displacements measurement with inclinometric correction of errors, provides accurate and reliable results, allowing also to obtain additional information about the behaviour of the structure in the place of installation of the measuring device.

References

[1] J. Geis, K. Strobel, A. Liel, “Snow-Induced Building Failures”, Journal of Performance of Constructed Facilities, 2012, vol. 26, no. 4, pp. 377-388; DOI: 10.1061/(ASCE)CF.1943-5509.0000222.

[2] M. Giżejowski, E. Antoszkiewicz, S. Wierzbicki, Z. Pióro, “Wireless Sensor Network Systems for Structural Health Monitoring of Building Structures”, in 5th International Conference on Structural Health Monitoring of Intelligence Infrastructure (SHMII-5). Cancun, Mexico, 2011, pp. 1-25.

[3] S. Wierzbicki, M. Giżejowski, Z. Stachura, “Structural Failures and Monitoring of Structural Health with Use of WiSeNeMONIT System”, in Research and Applications in Structural Engineering, Mechanics and Computation: Proceedings and Monographs in Engineering, Water and Earth Sciences. CRC PRESS/BALKEMA, 2013, pp. 2365-2370.

[4] M. Giżejowski, K. Wilde, J. Uziak, S. Wierzbicki, “On a Necessity of Monitoring Systems for Sustainable Development of Mechanical and Civil Engineering Infrastructure”, Botswana Journal of Technology, 2011, vol. 19, pp. 9-20.

[5] J.C. Moore, S.S. Mahini, R. Glencross-Grant, R. Patterson, “Recording Timber Bridge Girder Deflections Using a Laser Reference Source and a High Speed Camera”, in 5th International Conference on Structural Health Monitoring of Intelligence Infrastructure (SHMII-5). Cancun, Mexico, 2011, p. 59.

[6] H.B. Xiong, J.X. Cao, F.L. Zhang, “Inclinometer-based method to monitor displacement of high-rise buildings”, Structural Monitoring and Maintenance, 2018, vol. 5, no. 1, pp. 111-127; DOI: 10.12989/smm.2018.5.1.111.

[7] S. Wierzbicki, Z. Pióro, M. Osiniak, E. Antoszkiewicz, “Inclinometer Method of Displacement Measurements as an Alternative to Optical Measurements in Structural Health Monitoring - Laboratory Tests”, Archives of Civil Engineering, 2020, vol. 66, no. 2, pp. 147-164; DOI: 10.24425/ace.2020.131802.

[8] S. Wierzbicki, Z. Pióro, M. Osiniak, E. Antoszkiewicz, “Inclinometer Method of Displacement Measurements as an Alternative to Optical Measurements in Structural Health Monitoring - On Site Tests”, Archives of Civil Engineering, 2020, vol. 66, no. 3, pp. 109-124; DOI: 10.24425/ace.2020.134387.

[9] S. Guan, A.J. Rice, C. Li, Y. Li, G. Wang, “Structural Displacement Measurements Using DC Coupled Radar with Active Transponder”, Structural Control Health Monitoring, 2017, vol. 24, art. ID 1909; DOI: 10.1002/stc.1909.

[10] C.H.H. Carpizo, D.M. Vila, “Implementation of Camcorders to Measure Displacements in Structures”, in 5th International Conference on Structural Health Monitoring of Intelligence Infrastructure (SHMII-5). Cancun, Mexico, 2011, p. 147.

[11] Q. Li, Y. He, H. Wang, K. Zhou, B.Yan, “Monitoring and Time Dependent Analysis of Vertical Deformations of the Tallest Building in China”, Structural Control Health Monitoring, 2017, vol. 24, no. 7, art. ID e1936; DOI: 10.1002/stc.1936.

[12] Y. Oshima, “Displacement Measuring Method, Displacement Measuring Instrument, Displacement Measuring Target and Civil Structure”, Japan. US7535554B2.

[13] Z. Pióro, M. Osiniak, E. Antoszkiewicz, S. Wierzbicki, “Sposób pomiaru przemieszczenia pionowego elementów konstrukcji budowlanych”, Poland. PL 239382, 08.09.2021.

Downloads

Published

2022-12-30

How to Cite

Wierzbicki, Stanisław, et al. “Laser-Inclinometric Method for Displacement Measurements in Structural Health Monitoring”. Archives of Civil Engineering, vol. 68, no. 4, Dec. 2022, pp. 607-16, doi:10.24425/ace.2022.143057.

Issue

Section

Articles

Similar Articles

<< < 1 2 3 4 5 6 7 8 9 10 > >> 

You may also start an advanced similarity search for this article.