TECHNICAL PAPERS
Oct 1, 2004

Dynamic Testing of Reinforced Concrete Beams Damaged and Repaired with Fiber Reinforced Polymer Sheets

Publication: Journal of Materials in Civil Engineering
Volume 16, Issue 5

Abstract

A procedure for assessing stiffness variations due to damaging and retrofitting of reinforced concrete beams is presented in this paper. This procedure is based on modal analysis and testing. Two beams were subjected to cyclic loading at increasing load levels, in order to induce in them increasing cracking patterns. The beams were then retrofitted by externally bonded carbon fiber reinforced polymer sheets. Modal tests were carried out after each loading–unloading cycle. A theoretical model was developed, in order to simulate the behavior of the beams in each situation. This model is based on the concepts of fracture mechanics to evaluate the stiffness of cracked beam elements, with and without external strengthening. The theoretical results are in good agreement with the experimental ones. The research suggests that dynamic testing can be used to obtain useful information about the effectiveness of the strengthening system.

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Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 16Issue 5October 2004
Pages: 400 - 406

History

Received: May 29, 2002
Accepted: Apr 24, 2003
Published online: Oct 1, 2004
Published in print: Oct 2004

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Authors

Affiliations

Barbara Bonfiglioli
PhD Research Fellow, DISTART-Univ. of Bologna, VialeRisorgimento 2, 40136 Bologna, Italy. E-mail: [email protected]
Giovanni Pascale
Associate Professor, DISTART-Univ. of Bologna, VialeRisorgimento 2, 40136 Bologna, Italy. E-mail: [email protected]
Sonia Martinez de Mingo
PhD Candidate, Instituto Eduardo Torroja de Ciencias de laConstrucción, IETcc-CSIC, Serrano Galvache s/n, 28033 Madrid, Spain. E-mail: [email protected]

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