Article

DOI: 10.5937/jaes12-5668
This is an open access article distributed under the CC BY-NC-ND 4.0 terms and conditions.

Volume 12 article 278 pages: 69-74

Ivana Stimac Grandic
University of Rijeka, Faculty of Civil Engineering, Rijeka, Croatia

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.

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I. Stimac, A. Mihanovic, I. Kozar: „Uporaba utjecajnih linija progiba za otkrivanje ostecenja na grednim konstrukcijama", Prvi sabor hrvatskih mostograditelja, Brijunski otoci, 2005, str. 747-754

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Istrazivanja i projektovanja za privreduJournal of Applied Engineering Science