Monitoring Crack Propagation in Reinforced Concrete Shear Walls by Acoustic Emission

Author:

Farhidzadeh Alireza1,Dehghan-Niri Ehsan2,Salamone Salvatore3,Luna Bismarck4,Whittaker Andrew5

Affiliation:

1. Ph.D. Candidate, Smart Structures Research Laboratory (SSRL), Dept. of Civil, Structural and Environmental Engineering, Univ. at Buffalo, State Univ. of New York, 212 Ketter Hall, Buffalo, NY 14260.

2. Ph.D. Candidate, SSTENG-2127mart Structures Research Laboratory (SSRL), Dept. of Civil, Structural and Environmental Engineering, Univ. at Buffalo, State Univ. of New York, 212 Ketter Hall, Buffalo, NY 14260.

3. Assistant Professor, Director Smart Structures Research Laboratory (SSRL), Dept. of Civil, Structural and Environmental Engineering, Univ. at Buffalo, State Univ. of New York, 212 Ketter Hall, Buffalo, NY 14260 (corresponding author).

4. Ph.D. Candidate, Dept. of Civil, Structural and Environmental Engineering, Univ. at Buffalo, State Univ. of New York, 212 Ketter Hall, Buffalo, NY 14260.

5. Professor and Chair, Dept. of Civil, Structural and Environmental Engineering, Univ. at Buffalo, State Univ. of New York, 212 Ketter Hall, Buffalo, NY 14260.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference42 articles.

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

2. Assessment of Construction Joint Effect in Full-Scale Concrete Beams by Acoustic Emission Activity

3. American Concrete Institute (ACI) Committee 318. (2008). Building code requirements for structural concrete (ACI 318-08) and commentary ACI Detroit.

4. ASTM. (2007). “Standard test method for primary calibration of acoustic emission sensors.” ASTM E1106-07 West Conshocken PA.

5. ASTM. (2010). “Standard practice for verifying the consistency of AE-sensor response using an acrylic rod.” ASTM E2075/E2075M-10 West Conshocken PA.

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