Damage Assessment of FRP-Encased Concrete Using Ultrasonic Pulse Velocity
Author:
Affiliation:
1. Member, ASCE
2. Assoc. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Cincinnati, Cincinnati, OH 45221-0071.
3. Res. Asst., Dept. of Civ. and Envir. Engrg., Univ. of Cincinnati, Cincinnati, OH.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282001%29127%3A2%28126%29
Reference12 articles.
1. Daponte P. Maceri F. and Olivito R. S. ( 1990). “Frequency-domain analysis of ultrasonic pulses for the measure of damage growth in structural materials.” Ultrasonics Symp. Proc . IEEE 2 1113–1118.
2. Hughes M. S. and Hsu D. K. ( 1994). “Automated algorithm for simultaneously producing velocity and thickness images.” Ultrasonics 32(1) 31–37.
3. Mirmiran A. and Shahawy M. ( 1996). “A new concrete-filled hollow FRP composite column.” Comp. Part B: Engrg. 27B(3–4) 263–268.
4. Mirmiran A. and Shahawy M. ( 1997). “Dilation characteristics of confined concrete.” Mech. of Cohesive-Frictional Mat. An Int. J . U.K. 2(3) 237–249.
5. Acoustic Emission Monitoring of Hybrid FRP-Concrete Columns
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