Orban, Zoltan (2014) Temporary strengthening of steel brigde element with FRP sheet. Pollack Periodica, 9 (2). pp. 35-44. ISSN 1788-1994
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Abstract
The paper presents a case study that summarizes the monitoring results of a steel bridge strengthening project where a damaged structural element was temporary strengthened with fiber reinforced plastic sheet. The evolution of damage and the effects of strengthening were monitored with a computerized 24-channel displacement measuring system during normal traffic operation. The results of the monitoring project confirmed the efficiency of the proposed strengthening solution by comparing displacement results prior and after the strengthening intervention, and highlighted the need for applying a system that is capable to follow fatigue damage evolution.
Item Type: | Article |
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Subjects: | T Technology / alkalmazott, műszaki tudományok > TA Engineering (General). Civil engineering (General) / általános mérnöki tudományok |
Depositing User: | Erika Bilicsi |
Date Deposited: | 20 Jul 2017 11:33 |
Last Modified: | 20 Jul 2017 11:33 |
URI: | http://real.mtak.hu/id/eprint/56220 |
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