Dynamic Testing of Reinforced Concrete Beams Damaged and Repaired with Fiber Reinforced Polymer Sheets-Reference-Cited by-同舟云学术

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

Published:2004-10 Issue:5 Volume:16 Page:400-406
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Bonfiglioli Barbara¹,Pascale Giovanni²,Martinez de Mingo Sonia³

Affiliation:

1. PhD Research Fellow, DISTART-Univ. of Bologna, VialeRisorgimento 2, 40136 Bologna, Italy. E-mail: barbara.bonfiglioli@mail.ing.unibo.it

2. Associate Professor, DISTART-Univ. of Bologna, VialeRisorgimento 2, 40136 Bologna, Italy. E-mail: giovanni.pascale@mail.ing.unibo.it

3. PhD Candidate, Instituto Eduardo Torroja de Ciencias de laConstrucción, IETcc-CSIC, Serrano Galvache s/n, 28033 Madrid, Spain. E-mail: smdemingo@ietcc.csic.es

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282004%2916%3A5%28400%29

Reference12 articles.

1. Arduini M. Bonfiglioli B. Manfroni O. and Pascale G. ( 1999). “New applications of fiber optic sensors for structural monitoring.” Proc. Symp. on Structures for the Future—The Search for Quality IABSE Symp. Rio de Janeiro Brazil 491–498.

2. Behavior of Precracked RC Beams Strengthened with Carbon FRP Sheets

3. Eilbracht G. and Link M. ( 1995). “Identification of crack parameters in concrete beams using modal test data.” Proc. Int. Symp. on Nondestructive Testing in Civil Engineering G. Schickert and H. Wiggenhauser eds. Berlin 327–334.

4. International Federation for Structural Concrete (FIB (2001). “Bulletin 14: Externally bonded FRP reinforcement for RC structures.” Technical Rep. on the “Design and use of externally bonded fibre reinforced polymer reinforcement (FRP EBR) for reinforced concrete structures” by ‘EBR’ working party of FIB TG 9.3 FIB Lausanne Switzerland.

5. Continuous vs discontinuous bridged-crack model for fiber-reinforced materials in flexure

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