INFLUENCE OF SAMPLING INTERVAL ON DEFLECTION- INFLUENCE-LINE-BASED DAMAGE DETECTION IN BEAMS

  • Ivana Štimac-Grandić Faculty of Civil Engineering, University of Rijeka
Keywords: Sampling interval, Deflection influence line, Beam, Damage detection,

Abstract


In this paper, the influence of sampling interval on reliability of damage detection and damage localization based on comparison of deflection influence lines and their derives (slope and curvature)  for intact and damaged state is investigated. The numerical analysis is conducted on a simply supported beam with one damaged section for different sampling interval and different position of sampling points to damaged section.

References

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I. Štimac, A. Mihanović, I. Kožar: „Uporaba utjecajnih linija progiba za otkrivanje oštećenja na grednim konstrukcijama“, Prvi sabor hrvatskih mostograditelja, Brijunski otoci, 2005, str. 747-754

I. Štimac, A. Mihanović, I. Kožar: „Damage Detection from Analysis of Displacement Influence Lines“, International Conference on Bridges, Dubrovnik, 2006, str. 1001-1008

I. Štimac, I. Kožar: „Damage Detection from Displacement-in-time Function“, 4th Youth Symposium on Experimental Solid Mechanics, Bologna, 2005, pp. 3-4

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I. Štimac, I. Kožar, A. Mihanović: „Otkrivanje oštećenja greda s pomoću utjecajnih linija progiba“ Građevinar, 59(12), 2007, str. 1053-1066

Published
2014/03/21
Section
Original Scientific Paper