Monitoring Fracture Processes of CFRP-Strengthened RC Beam by Acoustic Emission

Author:

Alver Ninel1,Tanarslan Hasan Murat2,Tayfur Sena3

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Ege Univ., Bornova, Izmir 35100, Turkey (corresponding author).

2. Associate Professor, Dept. of Civil Engineering, Dokuz Eylul Univ., Buca, Izmir 35160, Turkey.

3. Research Assistant, Dept. of Civil Engineering, Ege Univ., Bornova, Izmir 35100, Turkey.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Civil and Structural Engineering

Reference32 articles.

1. ACI (American Concrete Institute). (2001). “Guide for the design and strengthening of externally bonded FRP systems for strengthening concrete structures.” ACI Committee 440 Rep. Farmington Hills MI.

2. Classification of cracking mode in concrete by acoustic emission parameters

3. Effect of CFRP-spacing on fracture mechanism of CFRP-strengthened reinforced concrete beam identified by AE-SiGMA

4. Alver N. Tanarslan H. M. and Tayfur S. (2015). “AE monitoring of CFRP-strengthened RC beam under cyclic loading.” Proc. NDT-CE 2015 CD-ROM Berlin.

5. Arduini M. Nanni A. DiTommaso A. and Focacci F. (1997). “Shear response of continuous RC beams strengthened with carbon FRP sheets.” Proc. Non-Metallic (FRP) Reinforcement for Concrete Structures Japan 459–466.

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